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Home My WebLink About38291-Z Town of Southold Annex 1/30/2014 v P.O. Box 1179 y '9 54375 Main Road V~ Southold, New York 11971 h CERTIFICATE OF OCCUPANCY No: 36746 Date: 1/30/2014 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 695 SOUND DRIVE, GREENPORT, SCTM 473889 Sec/BlockfLot: 33.4-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otficed dated 4/11/2011 pursuant to which Building Permit No. 38291 dated 8/28/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE. UNFINISHED BASEMENT SECOND STORY DECKS, AND COVERED PORCH AS APPLIED FOR The certificate is issued to CHRIS & ANNA TRIANTAFILLOU (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0049 06-25-2001 ELECTRICAL CERTIFICATE NO. 38291 12-30-2013 PLUMBERS CERTIFICATION DATED 12-16-2013 ick Katragis Autho S Aature TOWN OF SOUTHOLD a BUILDING DEPARTMENT TOWN CLERK'S OFFICE a „ fy 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 38291 Date: 8/28/2013 Permission is hereby granted to: CHRIS & ANNA TRIANTAFILLOU 25 KNOLL LANE ROSLYN HEIGHTS, NY 11577 To: Construction of a New Single Family Dwelling; Kitchen, Great Room, Dining Room, 5 Bedrooms, 3 Baths, Media Room, 2 Car Attached Garage, Unfinished Basement, Mechanical Room, Front & Rear 2nd Story Decks, Wet Bar, Covered Porch & Utility Room, as applied for. Replaces expired B.P. # 36379 At premises located at: 695 SOUND DRIVE, GREENPORT SCTM # 473889 Sec/Block/Lot # 33.4-31 Pursuant to application dated 4/1112011 and approved by the Building Inspector. To expire on 2/28/2015. Fees: PERMIT RENEWAL $1,429.40 Total: $1,429.40 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE n 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 36379 Date: 5/12/2011 Permission is hereby granted to: Triantafillou, Chris & Anna 25 Knoll Ln Roslyn Heights, NY 11577 To: Construction of a New Single Family Dwelling; Kitchen, Great Room, Dining Room, 5 Bedrooms, 3 Baths, Media Room, 2 Car Attached Garage, Unfinished Basement, Mechanical Room, Front & Rear 2nd Story Decks, Wet Bar, Covered Porch & Utility Room, as applied for. At premises located at: 695 Sound Drive, Gree port, NY 11944 SCTM # 473889 Sec/Block/Lot # 31-4-31 Pursuant to application dated 4/11/2011 and approved by the Building Inspector. To expire on 11/10/2012. Fees: CO - NEW DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $2,858.80 Total: $2,908.80 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FORCERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 farm). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: (S~ SC,d 1 d r_ (J-/-Q1Lv Q~ / House No. Street Hamlet Owner or Owners of Property: z S -~Ji ( ( U U Suffolk County Tax Map No 1000, Section ~ 3 Block Lot. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ tU l [l Applicant Signature OF SOUryOlo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 41 Fax (631) 765-9502 P.O. Box 1179 Southold, New York 1 197 1-0959 ;O • roger. richert(a)town. so uthold. ny. us ~yCOUNN a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chris Triantafllou Address: 695 Sound Dr City: Greenport St: NY Zip: 11935 Building Permit 36379 Section: 33 Block: 4 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Double-Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service only Notes: Inspector Signature: y-ay-_ Date: Aug 15 2011 81-Cert Electrical Compliance Form pf SOpjyolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 Q roper. riche rt(a)town.southoId.ny.us Southold, NYll971-0959 ;4' i~ ~OOUNfV N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Triantafillou Address: 695 Sound Dr City: Greenport St: NY Zip: 11944 Building Permit* 38291 Section: 33 Block: 4 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 59 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 17 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 88 CO Detectors Sub Panel 2-10 A/C Blower 2 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances 2-dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches 47 Twist Lock Exit Fixtures TVSS Omer Equipment: 200a underground service, 18 ft multi outlet strip, 3-exhaust fans, 8-paddle fans 7-ARC fault circuit breakers, 2-GFCI circuit breakers, I1cobbination smoke/co detectors Notes: Inspector Signature: Date: Dec 30 2013 81-Cert Electrical Compliance Form.xls O'\\pF Sol, ti Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 CO Southold New York 11971-0959 ~y~,~ y"rruil l t BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:- Building Permit No. G9 S SootJD P -,l v F, Owner: G E _TRIAOTlk LLLO\ (Please print) Plumber: ~jC,K K~,~(-q~c~I S (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I % lead. ( mbe Signature NyL, L _ P~tl7;b Swom to before me this I dayofbo-LW10 , 2012) j1 y Notary Public, Qk0'&Q0)unty FLORA MANOLOUDAS Notary Pluoblo' N1State Of New York pual Queens County Ep "*f4f SOGT,y_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: off- r w 4- 4 t>k h IV DATE I INSPECTOR f' "',a ~ l ~ o~aoFSO~TyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION DATION 1 ST [ ] ROUGH PLBG. [ IF [ FOUNDATION 2ND ( ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO/N~STRWI'lON [ j FIRE RESISTANT PENETRATION REMARK lam, DATE ~O INSPECTOR ~!J Z X03$ Of SOUryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] NDA 2ND [ ] INSULATION [ FRAM G/ RAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) REMARKS: t~~ d DATE INSPECTOR * ~Of SOUly~# 3 07 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ROUGH PLBG. DATION 2ND [ ] INSULATION [ IF [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (,K- DATE < < INSPECTOR kip TOWN OF SOUTHOLD BUILDING DEP . 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR Satz . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -s l INSPECTOR DATE 3 6 3 7 %f suaT~6 TOW F SOUTHOLD BUILDING DE 765-1802 1 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [IN/SULAT10N [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e'L U DATE 7 ~_INSPECTOR "all TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO}iGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~f INSPECTOR ~G Q~~! / ~o~y,OF SOUTyo6 i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CSVILL- REMARKS: -1t i .v I Oyu DATE 3 INSPECTOR L / *OF SOUtyRp y-r D: v`~~comm TOWN OF SQVtHOLD B DING DEPT. ' 765-1802 1N 1ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS N [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ,pOF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR wIInm gR,Ir IiT DATE COMMENTS, 4~1D FOUNDATION (1ST) a a 7.7 FOUNDATION (2ND) phy z zal ROUGH FRAMVG sc PLUMING j y, INSULATION PER N. Y. f v STATE ENERGY CODE ~ e V~ rf: 2-FINAL/ f ~3 04-1 c/9 ADDITIONAL CO S \ - G Su m U,z r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Devon have or need the following, before applying" t TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 36377 Check Septic Form N. Y.S.D.EC. Examined 20 Contact: Trustees Approved S- 20A Mail to .L]icapgre~a4: Phone: Expirgtion 1 0 , 20 oZ I~hr G~r7 Q r I APR Building Inspector U u nj~ 2G11 APPLICATION FOR BUILDING PERMIT Date AQf.~ 1k ,20kt rlpr, DF?T INSTRUCTIONS TO" D "'be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule, b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or new, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. :1J`-% C-evrC Lr t.~ 1_~..L (Signature of applicant or name, if a corporation) Qo (3Lv: 38 w. k:~w L: 1119 (Mailing address of ap nt) State (whether 'applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6U I &Ie- L ( Name of owner k s C:.. f\rr J t I QJ (As on the taZ roll or latest deed) Ifapplicant n signatur e utho'.ed offcer, 1 /1 (Name and title of corporate officer) Builders License No. `{S '-Sb 1- H Plumbers License No. 3 W 7) Electricians License No. !-,P9 ( -PIE (w„e) L) jSou- `C Other Trade's License No. 1. Location of land on whichAEroposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block L-A Lot Subdivision Filed Map No. oJ.1 Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V-cC 1„ b. Intended use and occupancy k3c j S-ie- VrwL,x `I M t- 1 3. Nature of work (check which applicable): New Building t~ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 14= eero fee t (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height 9L52I Number of Stories '1 9. Size of lot: Front Sr Rear t r 9` r crc Depth i~ toot 10. Date of PurchaAaf -p 1LName of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES )(NOWlIillrr excess fill be removed from premises? YESppNO~ / p 14. Names of Ownerofpre Nes( ~r1, FJ. I~•?Address 141k, a / f-q 6) 7 7 Phone No. Name of Architect 'ran l v- 0 Address ) rf M A" ~ one No -~?'T.~. Name of Contractor ~'1J5 (.onMCrl~xrn Address o~,1aY. 64 a: Phone No. 31- 1.9-Stop ~a.l:,y0..ucc N7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? •YES N* * IF YES. SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BF, EQUIRED. b. Is this property within 300 feet of a tidal wetland?' YES_ NO 1/ * IF YES. D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) 1 ' I COUNTY OF SS N L`L 4I N -2 u jm 1" being duly sworn, deposes and says that (s)he is the applicant (N. ne of r tdivi u,. signing contract) above named, (S)Heisthe L64 k'l[ (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 day of /)/0 J L- 20 / t ) CA-f9AQDl, / _ _ Notary P tic-", Si nature of Applicant LINDA J COOPER NOTARY PUBLIC, State of New Yort NO. 01C04822563, Suffolk Count, _ Term Expires December 31, 20~-y /(I- 0 OfSOUjyo~ Town Hall Annex Jf l~( 54375 Main Road Telephone (631) 765-1802 ,axWgg QQg P.O. Box 1179 N Q roger.richertAI1SO6UN015 nV us Southold, NY 11971-0959 ~O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) / *Address: 6` G w *Cross Street: *Phone No.: S- C1 6 Permit No.: Tax Map District: 1000 Section: 33 Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: E /NO tu InFinal *Do you need a Temp Certificate: YS N I Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger. richerUatown.southold ny us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: JUNE 16, 2011 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 IOBSITE INFORMATION NAME: CHRIS TRIANTAFILLOU ADDRESS: 695 SOUND DRIVE CROSS STREET: GREENPORT NY 11935 PHONE NUMBER: PERMIT NUMBER: 36379 TAX MAP DISTRICT: Section: Block: Lot: 1 BRIEF DESCRIPTION OF WORK: SERVICE ONLY Is job ready for inspection: No Rough in Final Do you need a Temp Certificate: YES TEMP INFORMATION (if needed) Service Size lphase 3phase 100 150 200 300 350 400 other New Service Re-connect Underground Number of meters Service change Overhead Additional Information: I WILL CALL TO SCHEDULE INSPECTION ~1 6[~[A ,•:-n-- Southold Town Building Department .ayffOtt~ r P.O. Box 1179 % Permit 36379 ' 54375 Main Road © : Permit Date: 5/12/2011 Southold, New York 11971 (631) 765-1802 1p1 Ia Expiration Date: 11/10/2012 ,r,,.. Parcel ID: 33.4-31 BUILDING PERMIT RENEWAL LETTER Dated: 7/30/2013 Applicant: CHRIS & ANNA TRIANTAFILLOU Location: 695 SOUND DRIVE, GREENPORT Work Description: RESIDENTIAL NEW CONSTRUCTION Construction of a New Single Family Dwelling; Kitchen, Great Room, Dining Room, 5 Bedrooms, 3 Baths, Media Room, 2 Car Attached Garage, Unfinished Basement, Mechanical Room, Front & Rear 2nd Story Decks, Wet Bar, Covered Porch & Utility Room, as applied for. A FEE OF $1429.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHRIS & ANNA TRIANTAFILLOU Address: 25 KNOLL LANE ROSLYN HEIGHTS, NY 11577 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, a~ l SOUTHOLD TOWN BUILDING DEPT. pF SO(/Tyolo , Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 ZIP, A. Ufm BUILDING DEPARTMENT TOWN OF SOUTHOLD December 24, 2013 JNS Contracting, LLC PO Box 385 Wading River, NY 11792 Re: Triantafillou, 65 Sound Dr, Greenport TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: ? Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) ?A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38291 - New Dwelling B. P. # 3(o 377 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Date Reviewed: '~Q I Applicant: Owner: rch t c a ringer ~ J1 d~ Estimated Cost: "0 0 SCTM# 1000- 33 . -I Subdivision: A4,2* ` 0°~114t4~2Zone: Conforming? Property Address: City: Pre COs? NO Building Permits (Open/Expired): BP Z / Go Z- , Info: BP -z / C/o Z , Info: BP -Z / C/o Z- Info: BP -Z / C/0 Z-. Info: B/PI -Z / C/0 Z- Info: _ Single & Separate Searc@ Reguired?/Y/A br N Determination: r _ ~ cz r L REQ. Lot Size: `Fo ACT. Let Size: 7> S°°Z REg. Lot Cov. t3L-0 F° ACT. Lot Cov. REQ. Front 3 5- ACT. Front 3~7/ REQ Side ACT. Side 3~ 6 REQ. Rear ~s PROP. Rear REQ. Height 3 -s;-/ ACT. Height X9,5 KES. BAL~~SIrr)DES -9-9- ACT~T - Pr tiec eescrAition: q^ ' , aX._ ~t )C41 l~ 4 K .3 c~erL Waterfront? Y o N? 12r1~ IY If yes, water body: Panel# - Flood Zone: Bulkhead/ Bluff Distance: ADDITIONAL APPROVALS REQUIRED 3,_ /0 C d" " ^ 'k, 'a6 Suffolk County Health, Y br N - If yes, *Bed#: b *Date: I I / 3/0 *Permit#: 0-10- oofq Town Septic. Y r N lJ - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC911/75 Y 00- Date: Permit or NJ Letter - Notes: Southold Trustees: Y of l- Date: Permit or NJ Letter - Notes: Southold ZBA: Y o> N& Date: Permit - Notes: Southold Planning: Y oG- Date: Permit - Notes: Town La dmar C of TE: ! / *NYS CODE Comp lance (page 2): Y o N D No ~ o r C2~ O , - Fee Structure: Calculation: Foundation: , V 73 SF p L~7 X $ T w ~bsg, go First Floor: 3v S SF + Initial Fee: $~0 f70 Second Floor: a a O SF + Additional Fee $ Other: SF SF X $ Total: 'f 7 SF + Initial Fee: $ C ,Q ~~~.Q c L+ Additional Fee ( $ TOTAL: $ d- g 5 S, FO NEW YORK STATE CODE COMPLIANCE CHECI(LIST CLIIAATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20 Wind Speed: 12OMPH _ Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: I I Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N 6)J HEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: p MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y(N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:&N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y TOTAL COMPLIENCE7 Y/N (RETURN TO PAGE ONE) 0 STG Associates D D A Division of Fidelity National Title Insurance Company APA 2 6 2011 ESTIMATED A licahon Date A ril 12 2011 Re ort Date April 26,2 11 tie N . 11- ; i x 'ms -s rf. r w E P~PIS r EVANGELOS MIHOS, ESQ. 1010 NORTHERN BOULEVARD - SUITE 212 GREAT NECK, NY 11021 Phone: (516) 472-0888 Fax: (516) 472-0887 ,a; :dl!TSCIRIS'11'I)R`1`.GAG Email: K.KOUSIARIS@MIHOSLAW.COM Sales Rep: . AStu 'i LENDER ATTbRNEY € E~.-e` 3~WtilFfEt , CHRIS TRIANTAFILLOU & ANNA TRIANTAFILLOU F °flWiV] RA a$1lIEY ••.St~i~EY IPS1'RIICTION5 $ 40.00 5 Exam/Search Sales Tax (Estimated) 8.875% $ 39.94 489.94 695 SOUND DRIVE, Greenport, NY Sub-Total $ County of Suffolk Municipality of Greenport Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 033.00 Block: 04.00 Lot: 031.000 _ 5PEC1e~INS3'Itl)G~b1QS .^c _.-~ECzp>ELDI'!'~G'CfI?i`KGES r ; SINGLE & SEPARATE SEARCH FROM JANUARY, 1997 TO 0.00 DATE Sub Total. $ **REQUIRES $25,000.00 LIABILITY - COST ESTIMATED UNTIL RECEIPT OF ABSTRACT 3 ULAN CiG ES: 4>?9 94 1010 Northern Blvd. Suite 336, Great Neck, NY 11021 Phone (516) 488-8811 Fax (516) 488-8611 Date: April 12, 2011 Report Date: April 26, 2011 Title No: 1 1-7407-5 1 0348SUFF Closer: Applicant: EVANGELOS MIHOS, ESQ. Bank: Purchaser: Bank Attorney: Owner: CHRIS TRIANTAFILLOU & ANNA TRIANTAFILLOU Seller Attorney: Premises: 695 SOUND DRIVE, Greenport, NY County: Suffolk County of Suffolk Municipality of Greenport Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect:033.00 Block: 04.00 Lot: 031.000 Type of Insurance: EXAM/SEARCH DETAIL: Variance Search (Tax) $ 450.00 Examination of Title $ No Charge Total Exam/Search $ 450.00 1010 Northern Blvd. Suite 336, Great Neck, NY 11021 Phone (516) 488-8811 Fax (516) 488-8611 (516) 488-8811 (212) 447-0098 05 0 STG Associates (718) 256-2447 (800) 479-0371 1010 Northern Blvd. Suite 3369 Great Neck, NY 11021 (631) 576-8390 Fax: (516) 488-8611 A Division of Fax: (631) 576-8391 Fidelity National Title Insurance Company W W W.STGASSOC.COM Title No.11-7407-510348SUFT STG Associates, a Division of Fidelity National Title Insurance Company hereby certifies to The Town of Southold that it has caused the records of the Clerk of the County of Suffolk to be searched to ascertain the chains of title to the subject property and to the property adjoining on the Northeast, North, South, East and West thereof from January 1, 1997 to date. Schedules A - D represent the results of each search. THIS CERTIFICATE is made and accepted upon the express condition that the liability of this Company under this Certificate is limited to the sum of Twenty Five Thousand ($25,000.00) Dollars, and such liability extends only to the applicant named herein. This is NOT a policy of title insurance. Dated: 4/15/2011 Effective Date: March 14, 2011 STG Associates, a Division of ' e ' National Title Herb hSscher Title Officer Variance (Rev 11/99) (Variance) Title No. 1 1-7407-5 1 0348SUFF SCHEDULE"A" Subject Premises Dist 1000, Section 033, Block 04, Lot 031 1) Deed Eastern Shores Inc. Liber 6492 cp 374 To Dated: 1/11/1969 John Corcodilos Recorded: 1/20/1969 Arete Corcodilos 2) Deed John Corcodilos Liber 12652 cp 472 Arete Corcodilos Dated: 12/9/2010 To Recorded: 2/28/2011 Chris Triantafillou Anna Triantsfillou, his wife (Last Record Owner) V anance (Rev 11/99) (Variance) i I I l 111111 l llN 81111111111n ll 111 11111 1111 l l 111 11111111 I~~Illllllllllllllllll SUFFOLK COUNTY CLERIC RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 02/25/2011 Number of Pages: 4 At: 11:56:23 AM Receipt Number : 11-0022355 TRANSFER TAX NUMBER: 10-15347 LIBER: D00012652 PAGE: 472 District: Section: Block: Lot: 1000 033.00 04.00 031.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $250,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $30.00 NO Transfer tax $1,000.00 NO Comm.Pres $2,000.00 NO Fees Paid $3,225.00 TRANSFER TAX NUMBER: 10-15347 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clark, Suffolk County 28 (1:56:23 RH Nuother ofpa2011 Feb AAITH N. pRS0i1.E 4bepublic RECORDED UBM OF This docuSUFFOLK Cantu L D00012652 record. PlP 472 Social Savorily Numbers DTs 10-fSW prior to recording. Deed / Mortgage hatrurrcnt Deed f Mortgage Tax Stump Recording / Filing Sumps 3 IMS Mortgage AmL Page /Fding Fee 1. Basic Tax Handling aa. 2. Additional Tax TP 5S4 Sub Total SpecJAssh. Notation or EA-52 17 (County) Sub Total - Spm. /Add. TOT. Mm' TAX R-RTS 7 (State) Dual Town _ Dual County . ~ Held for Appointmcrd - r Comm. of Ed. 5. BL Transfer Tax _Ipoo. • • Mansion Tax Affidavit The property cowed by this mortgage is Certified Copy or will be improved by a one or taro NYS Surcharge 15. 00 faintly dwelling only. Sub Total , YES or NO Othe - ( Grand Total ~ 11 (}l B NO, see ePPropnnta tax clause on ti4~~ ~j1p page d of this ilttnu m , 1~~' 1000 03300 0400 031000 4 Dist . a )Ob 5 Commtaatty 1*reser ation Fund / Real Properly PT S RJME A Consideration Amount $ . Tax Service taFEe-t CPF Tax Due S Agency Verification " Improved 6 SatisfactionslDisehargeaReleams List Property Ownm Mailing Address { RRCORD At RRTURN TO: Vacant Land Cbe~CI~3 M, a4r ~5Y TD (o!D k1~rNw.t /?Jirra~, sk2f2 TO It~al ~j-rz,,fi"pte~k, A`f lv Mail to: Judith A. Pascale, Suffolk County Clerk 7 19tle Company Information 310 Center Drive, Riverhead, NY 111 1 Co. Name S7G /v s www.suftotkcountynygoviclark Tided R Suffolk Court Recording & Endorsement P e This page forms part of the Wacbed I made by: (SPECa~Y TYPH OF INS'IRUMEM) -74 i- A /e J<-Lo t r nX l ).s The premises herein is situated in SUFFOLK COUNTY NEWy~YORK TO lathe TOWNof Jl~"In~m l.N(rr f• l'IA'T/~~r }rt I~o-~ In the VILLAGE or HAMLET of U-(T{n /J p/+l BOXES 6 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TOO RECORDING OR PALING. l ~6s2~dy7z S~ ~ s~gws~ $AJiGAIN AND SALE DEED THIS INDENTURE, made as of 2010, among JOHN CORCODILOS and ARETE CORCODQ.OS, having an address at 800 S. Gulfview Blvd. 9801, Clearwater FL, 33767, (hereinafter referred to as "Grantor', CHRIS TRIANTAF11-LOU and ANNA TRIANTAFILLOU, his wife, having an address at 25 Knoll Lane, Roslyn Heights, NY 11577 (hereinafter referred to as "Grantee"). WITNESSETH, that Grantor, in consideration of Ten Dollars and other valuable consideration, the receipt and sufficiency of which hereby are acknowledged, does/& hereby grant and release unto Grantee, and his/her/their heirs, executors, adminishztom, mocessms and assigns forever, ALL that certain plat, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in SUFFOLK, State of - New York, being more particularly described in "EXHBIT A" attached harem and made a part hereof, to Horn S S 3, BEING and intended to be the same premises known as: q Y 695 Sound Drive y 3) Greenport, NY 11944 SCTMP X000 Bang the same premises conveyed to Grantor by deed recorded on January 20, 1969 in Liber. 6492; Page: 374; TOGETHER with all night, title and interest, if any, of Grantor in and to any streets. and roads abutting said premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of Grannu.in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto Grantees, and their heirs, executors, administrators, successors and assigns forever, AND Grantor covenant(s) that Grantor has/have not done or suffered anything whereby said premises have been encumbered in any way whatever, except as set forth herein. AND Grantor, in compliance with Section 13 of the Lien law, covenant(s) that . he/sWthey will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the cost of the improvement before using any part of the total of the same for any other purpose. IN WITNESS WHEREOF, Grantor has/have duly executed this deed on the date first ove written. NA /(A ~2 ESS X J-o-hhnnn C{ ~orr.:ddilos7 l Arete COrcoorlas STATE OF FLORIDA, COUNTY OF s (m ss. On as of FJ n uct,Er I , 2010, before me, the undersigned, personally appeared John Curcodilos and Aretc Corcodilos, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, critic person upon behalf of which the individual acted, executed the instrument. ; and that such individual made such appearance before the undwsigned in ~v,<llx5 County. w ^ Notiry Public - v aawa.sueua~s ' armrab6narmrstim Spuas S+ro--"& F o a 4 CE COMPANY ' --Id-7a7d11H451-RA .1- SCHEDULE A-1 (Description) ALL that curtain plat piece m parcel of land sh me, lying and being seat Gtcunpmt Mage, Town of Souihnbi, county of Suffolk and Stab of New Yank and dmtbed as lot No. 42 on a mthio map anthhd "Mep of Eaarem Shorn M GteeapmY, filad,in the Offim of the Clerk of the County of Suffolk un Aprtl 27,19(A as Map No. 41321. i TfIE PoL7CPT0 BE LLSUED order tha tomnimiW will umve the tale to xeh bdtdiga and vnprownoar on theprodsea whirl, by law roeutMae redpmtomy FOR COAWYANCP'G ONLY. Togethn wah dl the r,Z)A tale aed chorea of the pmq afthgf , pM, ofut and ro the lad lying in them Mfrom ofmd adj...gr.dpr bar. SC1/EDVLEA-I (Lbaiptivey~ Title No. 11-7407-510348SUFF SCHEDULE"B" Premises to the South Dist 1000, Section 033, Block 04, Lot 030 1) Deed Eastern Shores Inc. Liber 6503 ep 471 To Dated: 2/1/1969 Parthena Vassiliadis Recorded: 2/10/1969 2) Deed Parthens Vassiliadis Liber 12210 ep 326 To Dated: 9/16/2002 Ourania Vassiliadis Rauseo Recorded: 9/20/2002 (Last Record Owner) Variance (Rev 11/99) (Variance) i IIInII~IIII~NiN~Nll~l~~ll~lll~lnll IIINNIIIION SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 09/20/2002 Number of Pages: 3 At: 03:49:43 PM TRANSFER TAX NUMBER: 02-07712 LIBER: D00012210 PAGE: 326 District: Section: Block: Lot: ;1000 033.00 04.00 030.000 EXAMINED AND CHARGED AS FOL WS Deed Amount: $0.00 :-Received the Following Fees For Above Instrument - ExwWt Exempt - Page/Filing $9.00 NO Handling $5.00 NO COE $5.00 NO NYS SURCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $25.D0 NO TP-584 $5.00 NO Cert.Copies $4.00 NO RPT $30.00 NO SCTM - $0.00 NO Transfer tax $0.60 NO Comm. Pres $0.00 NO Fees Paid $103.00 TRANSFER TAX NUMBER- 02-07712 THIS PAGE IS A PART OF THE INSTRUMENT Edward P. Romaine County Clerk, Suffolk County J 1 2 Numher or room 2002 SW 20 W40.43 PM TORRENS Ed"rd P.Rossim WX OF Serial g SUFFIIK CDJM L DOCK2210 Certificate a P m DT! M-07712 Prim CIE A Deed l Mlmgapx Instrument Deed / Mortgage Tax Stump Rasmling / Filing SWTS 31 FEIS MortgageAmt. Page / F-11 I+r _ L Basic Tax Handling 5* W 1. Additional Tax TP-594 Sub Tot _ Notation SpecJA~it. or FA-52 t71Qmntyl~ Sul, Tot i.~2q, Spec. /Add. EA-5217 (Star) WE MTG. TAX R.P.TSA. Dual Town _ Dual County Held xppo smrcn Comm of ffil. Transfer Tax • + AlfWavit Mansion.Tux - The Property coved by this mortgage is aaPY or will be impmecd by a one or two Reg COPY / ramily dwelling only. Od a NO - Sub Tota 3 l YFS__ or NO Grand Total If NO. see aPPmPrite tux clove on S page # nt this ioarumcnt. 4 District Section Bimt Loo 5 Commmity Prmmmtioa Ftmd Real / Consideration Amount $ Property ' 0203TOZO 10DO 03300 0600 030000 Tax Sm•icc F T 3 CPF Tex We Agcm.•y R C E A Verifixntion Irtgonoved 1 Vacant Lat 6 SatixraetiemsNix•6:arg.4Rchores Lin Property Owners Mailing Address TO RECORD & RBTUAV TO: / e6 TO f~ TD rn n/'y/ 7 TWE Cola Information / ' / fTr/ Pl~C //f TX Cn Nmnc Title g :gn Suffolk Count Recording & Endorsement Page This page Rana pan of the unaclad DC~~ Y~ made hy. n (SPlXTFY TYPl:OP INSTRWAENT) G~BoLF The premL¢x herein is situated in SUFFOLK COUNTY, NM YORK. / TO In dw Tuwrthip or \[7 U %~+O//~( I u z msmzz.~.Adr o In me VILLAGE mHAW.itrur ion-TR-T BOXES 6 T1IKU S MUST BE TYPFED OR PRINTUD IN BLAM INK ONLY PRIOR TO RLiCOROING OR FILING. (cwcr) papkandadramt.wm1wam.m aS m Coined Ara , (,'pA$a.TftRIR 1/.N'YEa tSFaRClmaM lll6 R07laaPtEM1T-THIS LrGTINPIFTTa11D11LD BE USta aY LPNYYRS OT11". THIS LNDE TURE, made the K day of September T{w Thousand Two BETWEEN PARTHEttNA VASSILLADIS, residing at 384 Foch Hrmkvard, . Mineola, Kew York 11501 parry of the fan pert, and OURAWIA VASSILIADIS RAUSEO, residing at 1205 Summit Drive, Ma6luek, New York 11952 parry of the aeonndpm, WITNESSETH, that the party of the fast part, in comidemton of ten dollars and otter valuable considenton paid by the party of the second pun, doss htseby grant and min unto the patty of the seemed pan, the Mrs or succe{soa and assigns of the party of the second pan forever, ALL that certain plot, piece or pared of land, sinmtc, lying and being over Greeoport Village, Town of Southhold, County of Suffolk and Stale of Ncw York and described a; Lot No. 43 on a certain map ontited "Map of Eastern Shims at Greenpoe, filed in the office of the Clef: of the county of Suffolk on April 27, 1964 as Map No. 402h . TOGETHER with beech rights and intense thereto as described in grant made by HJ.S. Land & Development Corp. and 3.M.S. Land & Development Corp. to Eastern Shores, Inc., dated the 17° day of March, 1965 and recorded in the Suffolk County Clerk's office on March 18, 1965 in Lfber 5716 at page 16. Said Premises is kTroNTh by 1155 Tasker Lane,Greenport, New York Said promises being the same premises conveyd to the parry offing part by Aced 4atcd 2!1169 end recorded 2110/69 in the Suffolk County Clerk's office in fiber 6503 page 171 TOGEMER with a0 Bahl tae and inaten, ifay, oFda party of the fin, pan N and w my amen wol eats ehtm{ag Ilrc shove desmLrd prmriaw w din amen lines NmLroF TOGETHER wM Ne - " appwswNN=and all the cum and Tightaofth , party of ON fim pad in end to rid perrflm, TO HAVE AND TO IOW the pruaises herein gained woo the porry oftM, Nzond pan, the heirs or staa.»urs and wellam of Own parry of the second pan finevor. AND 1110 pant of ON Pon pot eovenmts One ON WW -I ON Ma pan Ise out chin wswfie denyrhb,s whereby din aid ptemiaw have been mcwnbood to any way whneser, cw:q% w aforesaid. - AND ON pay of ON, fern pant, in abnpltam wiN Sacaon 13 OF am U. law, r nnize, dal It, party or the lost part will retire Ike cotaidmadorr for dds moveyNile and tin hold tho rget to naive mrh couldmmbn w a ow fend In be oppfrud lest for the pwposc oI payhay the Bost of ON ®pruvwnemmd will apply aw are Pon to the payment of the can of thgimp,uvwncnt before using my part of ON fowl a theme for my Other purlost. The,word-it shag be eonsmod-irk cad-Forties" wherwver it.smut of Nis iMmmwmrespires IN Wr NESS WHEREOF, the p.ny of tw 6m pprt hoer duly coxwed Nu deod Ne doyand year Rea above whom. IN PRESENCE OR PAItTHENA VASSILLADIS STATE OF NEW YORK STATE OF NEW YORK COUNTY OF QUEENS se COUNTY OF QUEENS a'. Oa theka._aay M Sepmtdnv mv Orlin. staeof Scpumber20u2 her= me, the onderviga pasuwlly ladme M. the uncle sipmd persowl)y appmmd PAR1HENA VASSIUADIS appnad penowlty kamm Wme w proved to me on du a lly knw.n nme m ptmed m me on the bnu ofsatWwmyrtridmee W he the laws,esuistnowy endcnes W be the Wrvidua(s) whme:wmcts) b fan:) mbsm3ed iodivkfmks) chose mme(x)'a (roc) subsenlmd m the within imomiem and wknonrkdFcd w hi she within inatmnxm m ackiwwledgd w tm Ihm hdsheMmy2xeemed the swm in hw1 w ene drat hoMwAhey esemncd the same in b When thew cpoip{Cs), hod dm by h'Nhw their /their capoucitHim), wd mm kY hbdnr dew sipmmWs)w dut.1 mmrm. the wvi4wK4 siwmmmgsl on the imuawm. We hdivith,451 or the parson up" lidmifof which dw m the Penton upon hvlalf ofwhidh the 'dtvidum(s) wscd,ececmed the katmmul. ind'rvidu2l(s) ancd. esesmed the insusfaenL "arm c. tm N" tmk ~wp~ rd b anemic Cou nFaWbesF~Y Z i Bargain and;Sale Deed SECTION 033.00 DLOCK 04.000 LOT 030.000 COUNTY SulTolk i RECORD AND REMM M. OURANIA VASSILL4,DIS RAUSEO 1205 Summit Drive Matt)tmek, NY 11952 i I i I i i i Title No. 1 1-7407-5 10348SUFF SCHEDULE"C" Premises to the West DisL 1000, Section 033, Block 04, Lot 006 1) Deed J. Patrick Adams Liber 6902 ep 375 Joyce C. Adams Dated: 3117/1971 To Recorded: 3119/1971 Freda Morfne Antonios Mortis, her husband (Last Record Owner) variance (Rev 11/99) (Variance) J fiLl, [eNSYIT YDYR LLWYfY ef[DGE GN XG TXIt INSTPYMFM-THIS INf1PYMiNI SXDYLO HF YSFD R1 eHWYf11f ON". Lcfox nx THIS ISDE`I]'URE, made _ ) t day cf March , r nuen, t ne nil seventy-one _ ~j r EIlS,EEh J PATRICK ADAi:S and JOYCE C. ADAMS hie wife, res3 ding to are x6n ? ~at 2D ra ,ae~,er La re, CousacL, Haw York Idged lhat r • y~ ci - p )Z2 „cI1 .nna FREDA MOBFIS and ANTON105MORFIS, , residing yr ; '~1>L at 22-Dl 49th 5: Lt, Artnria, New York y r'ny ut tcr send J n, ss: it I' WTTIr I:..:d L TS tht e IaT lstm t ci the ir at the sw by :,t the nr.: Ian, is cc g.1 oldeocn D1 to to , the the p paarttty of f the the vataahic woadpT.n; an, d is c Leainnrf reiete ilefo: t _ d cmf nd t,pl Iotry dats of thh, e ..it Iaon f ..n. .n. uay ~ ~ t c s usor F-nt l umer, ,mot, w ,r, ALL t ,S. Ales rul cf imd with the !diT and improseteoos ih-rrnn treeted, inturte, me I .t .d hii giiN a near I;reenport Village, Town of Southold, County of Suffolk and State of New York and described as Lot -0141 ona certain map eatitled 'Yap of Eastern Shores at Greenparttr filed in the g$r f4 office of the Clerk of the County of Suffolk on April 27, 1964 as GbidtrJ v:ap 14021, and. bo'stded and described as follows- and a. BEGINNING at the corner formed by the intersection . of the .1h,~tn s'ossth>r1y side c' Sound Drive with the easterly side of McCann lane; RUNNING Tr[24 North 85 degrees 35 minutes 10 seconds East 7 135.31 feet; 7 THi..':CE South 20 degre. 42 minutes 00 seconds East 173.60 $ feet; 'i THENCE South 71 degrees 33 minutes 40 seconds West 139.32 ,'e.t to the easterly side of McCann Lane; - aTHENCE. North 18 degrees 06 minutes 20 seconds Westl along the easterly side of McCann Lana 205.46 feet to the corner at the point I or place of BEGINNING. lII 1 THIS DEED subject to a purchase money mortgage of even date`. 6 intended to be filed simultaneously herein. -Grnators herein are the same persons as the Grantees in the deed dated 7/1/67 recorded 7/7167, Libor 6180 cp 220 Y i 10 METH FR tl 11 !Aht t 1 w,isd t est il of the party of the fins[ pan in and h any notes and t d' m:l g tl c ounce deser.trd pt nests e, ih cote 1 n s therm 1, TOGETHER with the apP rterarae tl:r. t and rlgat, "I the rycy of th f ,t ma to and to id premius; TO HAVE. AND TO hqyq HOLD the I .cs he e' g d ur.o the party o1 tI.e rcolnd punt, the Leis or suaessas and a5sigve o1 y the p , of ne wood pn, faro... - ki yD - ic+ y. f the first pars n a tht the Ieny H1 he htv par: hss not dme u7errd any •Lmg 1 h dY th d pr _ s h t uiAe- d a y way xhatner, r sop[ a of real J AND e"' t t ih fist '71, mnphance site 4tt 13. of its Linn Iaw; a< counts tRU'. the Iart~ of 1 t- f a rat' II move the dr uon for this y,o e d will hold the sight to reetnn oich cvws,d moan sa soi Hurd to Lc ppaed fir., h,, 0, p ryose of pYi g thteast 1 the" pprovemrn[ aiW udl appy - .LCV.vefeu 11 rl uc mst of the' provenentbefcre ,ng any pat of the tag .1 the amelcr n vt:'r purpose. T c wrrd'I ar awll'x o .arv.d u: it a r d pnn:es" w i,ever the.ii,^ Pi this iedvino, m igtti is IN wnwm WHERMF, the my of tee Era lac has duly [fatted this dred ffe day and yea, lint afore ~ lmn. - , { b: in: S. PATRICK ADAMS. . c. r c£ c nnns Title No. 1 1-7407-5 1 0348SUFF SCHEDULE"D" Premises to the North, Northeast and East SOUND DRNE variance (Rev 11199) (Variance) Ir' LOT AREA = 17,502 SQ. FT. GAR ELEV=48.5 FFL ELEV=50.5 VACANT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SOUND D \ RMIT FOkC3#~IBIICQFAQ4N5TRUCTION FOR A RI (48.6) / vE z w LE FAMILY RESIDENCE ONLY I' 4~R (4a.s)N e5351p• APROVEfl ont \ ~D~kTg,l'+,31(7 #YARtSN"bk T4.37 FOR h AXBEDROOMS to - S T ,,,,RE R Z TEST HOLE R II DRIVE I s~0• \ \ A N O X00 I I 7h ~ \ Z 2 (48.5) cP e:pl ac, l m sr ~~0 A (48.5) cP >TS I + at SEE NOTE I PROP 2q >B DWELL y p. (48.5) I a z J.3 oat.ce Ia Wvised Plan Apgrovesi 3 /v < (48.5) I (A U) p ' DWELL N q I ^ ~ PUBLIC WATER OI N Zo O (41.3) (41.9) z T,j I X NOTE (36.5) 132.96' I> SEPTIC SYSTEM SHALL BE S 64731'50"W 1-1500 GAL. SEPTIC TANK LOT NUMBER 43 ri) DIA. LEACHING POOLS 8' DEEP _ PUBLIC WATER ri PO N DWELLING TEST HOLE by McDONALD GEOSCIENCE 8-31-10 0 DARK BROWN LOAM OL 0.5' PALE BROWN SILTY SAND SM [i] BROWN SILT ML RE EIVED NOTE: Location of water mains BROWN SILTY SAND WITH 10-20% & adjoiners water supply GRAVEL SM MAR p 7 2011 by others and ore not guaranteed. 32 SUFF. CO. HE ALTH cr NO WATER ENCOUNTERED. RVICES STOPPED BY ROCK OFFICE O s'i1 3F"°fSJ R ~rySj 3-3-2011 REVISED PROP DWELLING THE MW (OE OPEEOIq MWMN MYNA FNON WE 91LICIIAas TO THE FILE No. EASTERN SHORES AT PRWIM UM AE FOR A MOM PLW Nn UK No MWOK AK NN A GM IM 8'ISM OF FBIt ALNIE~NI WWA Pours, PAN& W JOB No.10-199 GREENPORT PlN11NE IMM MOM W YAM ON WV ON OOItlMUCACK SURVEYED FOR U=8 OF N TW M® MIOOW OR AM= T) TO 9lR1fY R A NOU7gN OF YCIION LOT NUMBER 42 TJV OF M NOW JETE EMXW FEINA1gN I.W. MAP OF EASTERN SHORES AT GREENPORT OIIA Y MCOM IRON SWU WA OILY A TE FUMON FOII WWW TE WNW It F'I PMW AM CN M e/wF 10 TE THE om~. OoImawmL SITUATED AT GREENPORT AMILY NO LOOM RMNRCM LOW M11100Il NO 10 TE A! OF TIE UNOENI 96M N K ONYYEEM AM NOT T OWWASE TO AOOIIIpYL IIRN1I "ams TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR MOSINU 1T GMEW ONAM OF TM VAW NAP NOY eFAwN WE uro NAWroWs mom sm opt SCALE 1" = 40' DATE 8-30-2010 E11E010M WX SWy NOT E OONSOMM W N A w4D THE CO?r. FILED MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-33-4-31 DISK 2010 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.0. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, ~NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E LOT' AREA = 17,502 SQ. FT. soUN~ J/- RIVE \ ~ µ4R\ N SET 85'35' 10 •f \ 5'TK 3437' \ \ z Q° \ 00, \ N °0 yew 1 l 0 22.5 1 TY Z * s" C ' I \ m m ° FOUNDATION e le u I' o . 0 I o 346 'YO• q m x \-foundabon 3 for patio O > p !P ~ P lA I A W SE1 32 96' STK S 64.3150"W Ipi NUMBER 43 STK r t~ 6-6-2011 FOUNDATION LOCATION O Dl~ 6-6-.2011 STAKED PROPERTY CORNERS 4-8-"2011 REVISED PROP DWELLING 3-3- 2011 REVISED PROP DWELLING nE DPPl1f (OR ORDINOW OMSP PAR FROM DE SPIUCRASS M T[ FILE No. EASTERN SHORES AT POWM LINES 4M I= A SPSOPC PURPM 4M LE AM "INFOE RE NOT JOB No 10- 199 MPS 10 auoE 4E MEMO OF FROM MANOR WELL POOLS, PRM0. GREENPORT PLNOM 4SS4 MORON m ¦EDRSO OR 4II DOOM COMISL."t. SURVEYED FOR UPWAR MI® ALIOwMR CR AMROR m > 15 SURVEY M A ~ Or SOMM LOT NUMBER 42 YOOM OF M RMY Y Wal EDUOQ R LAY. MAP OF EASTERN SHORES AT GREENPORT AY1WI® POWER HOPMR OwL RUN SLY TO IE PERM FOR ISM OE SAM M PRIPrE®, 40 ON R Mawr 10 M ORF CCPMwn, WARIOWrt SITUATED AT GREENPORT AOMCY AM LOOMS RMIIRnMR LOPED WREN. AND M THE Asumm Or OE LOOMS ERPUROK M14DP0INS 4E 10W 10100MR1rOE M AVOR06 L PMmLmaM TOWN OF SOUTHOL..D, SUFFOLK COUNTY, N Y. OR OYallowiOR amain cOPLts Of na aum.Y LW NOT i M L4M OUREYOR'S MME SEX a SCALE 1 40 DATE 8- 30-2010 GOOREM SUL 1w1 PMT ME COIPMMM® YO PE A WO TRUE COPY FILED MAP No 4021 DATE 4-27- 1964 CERTIFIED ONLY TO TAX MAP No (REF ONLY) 1000-33-4-31 DISK 2010 HAROLD F TRANCHON JR P.C. LAND SURVEYOR P O. BOX 616 f ` 1866 WADING RIVER-MANOR RD. WADING RIVER. ~L" 1`4 j rr NEW YORK, 11792 NY. LIC No 048992 631-929-4695 HA OLD F. TRANCHON JR. PENN. LIC. No 2115-E LOT AREA = 17,502 SQ. FT. 13 236 S4LTH SUFF. CORVICES OFFICE O R MGT. So UNjj DRl~ 141- N as, 5 ~ • \sy paw E \'henr 4.3j \ z e 4 'PIN N a f ~S a .00- \ water service O a / 00 2nd s vo balcony ro masonry rn ll 8 22.5' 1g0 Stoop z or . S. 9 16' m 33, wall rah 2 STY FR 18' 31 n # 0.6 DWELL X39 I o a A- o 0z 12. ? 0 31.6 • I O a O.Ngx O o o o v [ S roofed masonry drywell 1n l o S" a p patio ~1O w C 7'27. o A C: T N ingrd. iu ol r m '~w~J (:wall R 0.9'N\ 1 N rrl 0.7E Poet A wiro fence concrete wall 0.6'N 132.96' CA S 64'3150"W -43 1 x S C. ;4E;Lrr. ;ERVICES i C17 I o.rr:~L•_ f'' .,:'l1!:TFOWORKS FOR NOTE r.e~fle"CE I DRYWELL LOCMMNS JLVil- 14r1L) FZIU.-~-G: o N 9 BY OTHERS . ;c a tw 6"Csa: ald w3w ,a:;,:: 'a?Ix `ive been fled arWlor cerMed by ft: De6almrnt of tyund to ba• sausfadary FORA MAXIMUM, F• I O .3-2013 UPDAT SURVEY, LOCATED POOL and FENCE 1 } .';tier J. H14-2012 FINAL URVEY if 0!1 , & WaStTmater hA,*nbq~yUtrit201 1 FOUNDA ON LOCATION --'6--6 20+-Y9iAKeD -PROPERTY CORNERS NOTE: CESSPOOL, SEPTIC TANK k WATER 4-8-2011 REVISED PROP DWELLING SERVICE LOCATIONS BY OTHER U 8 2013=3-2011 REVISED PROP DWELLING ttts ants (OR °e°°fy staeN HMM FlMl 1c SMUM ES TO 1c FILE No. EASTERN SHORES AT PROM W tea AN MR A WWM RMW AND di 40 lretoac ARE NOT JOB No.10-199 etltatam m tam nE tll s or ralt:s. NEMw WVA wax pom GREENPORT rtAwts 11 Aesta ADMIM 10 bllt at ANr ales CONNOR1Le011 SURVEYED FOR CHRIS TRIANTAFlLLOU UIVARN011M ,N.7OtAtON OR A11 MN TO Ytte SAY 8 A VIOA1a OF SWMN LOT NUMBER 42 ~aoe 1c Nv few sua WMA MAP OF EASTERN SHORES AT GREENPORT awwnm Spwo Holm M' LL out ONLY m 1c mum Re Toro" TW MWAY w P0100111111, me as to MW vo YNC mta 0"W. 9wrmeomL SITUATED AT GREENPORT MEW AM LOM4 e41111/11014 LWW NMIK AM W 1W ASNOM OF 7W AM "M TMSIVIOPIOWF TO AMTOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. Or 1e9 SWWY VAP WT WHIM W LAW 911WAY(I" eM 96J oe SCALE 1" = 40' DATE 8-30-2010 OMaw !IL 6V LL Nor E A WLV 7" COW. FILED MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLU5RD O~ YTAX MAP No. (REF ONLY) 1000-33-4-31 DISK 2010 HAROLD L. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 LIC. No. 048992 631-929-4695 HAROLD F. TLIC. No. 2115-E REScheck Software Version 4.4,1 Compliance Certificate Project Title: Proposed Triantafillou Residence Energy Code: 2009 IECC Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 5999 Climate lone: 4 Construction Site: Owner/Agent: Uesigner!Contractor. Tasker Lane Frank Notaro Frank Notaro Greenpon, NY 11939 Archltecnclogies Archltecnologies@yahoo.corn NJ 11962 13405 Route 25. P.O. Box 93 Agent- 6;31-2981129 MaIntock, NY 11952 631 -25H-1129 archi tecnol oyi esa,yahao_cnm Compliance: 9.1% Better Than Code PAaximum UA: 680 Your UA: 618 The °:d 8e+1 -w~a'i:ar 1r+mlp udru...nr nnl._ra,: r. nm u,rn .,r ,m I i if. mins. r, ,)QES NeT pmviec an nvwatr. of energy use m nou re;aliva to a mbinum-cMa nand. Assembly Area or R-Value P-Valve or Door Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 3200 38.0 0.0 96 Wail 1: Wood Frame, 16" ox. 36,34 21.0 0.0 174 Window 1: Vinyl Frame. Double Pane with Loge-E 24 0.300 7 Window 2: Vinyl Frame: Double Pane with Low-E 24 0.300 7 Window 3: Vinyl Frarne. Double Pane with Low-E 24 0.300 7 Window 4. Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 5. Vinyl Frame:Dcuble Pane with Low-E 24 0.300 , Window f: Vinyl Frame Double Pane with Low-E 24 0.300 7 Window 7', Vinyl Frame:Double Pane with Low-E 36 0.300 11 Window 8: Vinyl Frame:Double Pane with I_ow-E 36 0.300 11 Window 9: Vinyl Frame:Double Pane with Low-F. 36 0.300 11 Window 10: Vinyl Frame, Double Pane with Low -E 36 0.300 11 Window 11. Vinyl Frame: Double Pane with Loam'-E 36 0.300 1 1 Window 13 f Vinyl Frame: Double Pnne with I-ow-E 18 0.300 5 Window 14. Vinyl Frame -Double Pane with Low-E 18 0.300 5 Door 1: Solid 30 0.300 9 Door 2: Glass 54 0 310 17 Door 3: Glass 54 0.31 D 17 Door 4: Glass 54 0.310 17 Door 5: Glass 31 0.310 10 Basement Wall 1: Solid Concrete or Masonry 1200 21.0 0-0 116 Wall height: 10-0' Depth below grade: 9.0' Insulation depth. 2.0' Floor 1: Ail-Wood Jotsb7niss-Over Unconditioned Spare 1250 210 0.0 55 Compliance Statement The proposed building design described here is consistent with tie building plans, specifications. and other calculations submitted with the permit application,' The proposed nuilding has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to rempiy with the mandatory requirements listed in the REScheck Inspection Checklist. cgi---- 'iiI • c°- - - Project Title: Proposed Triantafii(ou Residence Report date: 04/05111 Data filenartm.: C, AA_EMERGENCY- OFFICE-PROJECTS,TRIANT,Tlantafillou.ick Page t of 6 Name - Tithe Signature Date Project Title: Propcsed TriantaffIcu Residence Report date 04,'0511? Data filename: C\AA_ EMERGENCY-OFFICE-PRO.IECTS,TRIANT1Tantafiilou.rck Page 2 of 6 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: J Ceiling 1: Flat Ceiling or Scissor Truss. R-39,0 cavity insulmian Comments: Above-Grade Walls: U Wall 1: Wood Frame, 16" o.c R-21,0 cavity insulation Comments: Basement Walls: J Basement Wall 1: Solid Concrete -or Masonry, 10.0 ht / 9.0'b, / 2A' instil, R-29.0 cavity insulation Comments: Windows: J Window 1: Vinyl Frame.Double Pane with Low-E, U-farlcr. 0.300 For window, without labeled U-factors, describe features: #P antis Frame Type Thermal Break-, Yes No Cornrnents: J Window 2 Vinyl Frame.Dooble Pane with Low-E, U-factor 0.300 For windows without labeled U-factors, describe features. #Panes-Frame, Type _Thermal Break?.Yes.No Comments: iJ Window 3: Vinyl Frame:Double Pane with Low F, U-factor: 0.300 For windows without labeled U-factors, describe features. #Panes _ Frame Type , Thermal Break? Yes No Comments: J Window 4: Vinyl FrameDtmlole Pane with Low-E. U-factor. 0.300 For windows without labeled U-factors, describe features. #Panes Frame Type- Thermal Break?.__- Yes No Comments: - IJ Window 5: Vinyl Frame-Double Pare with Low -E, U-factor 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break-,.--- Ye. No Comments: J Window 6 Vinyl Frame Double Pane with Low-E, U-factor 0.300 For windows without labeled U-factors, describe features. #Panes frame I ype Thermal Break?.___. Yes No Comments: U Window 7. Vinyl Fi ame:Double Pane with Low-E.. U-factor: 0.300 For windows without labeled 0-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: J 'Window 9: Vinyl Frame:Double Pane with I_ow-F.. U-factor: 0.300 For windows without labelad U-factors. describe features. #Panes France Type Thermal Break? Yes _ No Project Title Proposed Triantafiilou Residence Report date. 04/05111 Data filename: O:1AA_EMEF2GENCY_ OFFICE_PROJECTSVFRIANTIIiaritalillou.ick Page 3 of 6 Comments: U Window 9'. Vinyl Frame. Double Pane with tow-E, U-factor. 0.300 Forwindows without labeled U-factors, describe features: #Panes.__ Frame Type _ Thermal Break? . Yes No Comments: U Window 10: Vinyl Frame Double Pane with Low-E, U ifactor: 0.300 For windows without labeled U-factors, describe futures: #Panes Frame Type Thermal Break? _ Yes _ No Comments: Window 11:'Vmyi Frame Double Pane with I_ow-E. U-factor. 0.300 For windows without labeled U-factors, describe features: #Panes.__ Frame Type _ Thermal Break'? Yes No ("cirmnents: ? Window 13: Vinyl Framp:Doube Pane with Low-E. U-factor- 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ 1 os Na Comments___ Window 14- Vinyl Frame:Double Pane with Loa.-E, U-facto;-. 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: .I Dori 1: Solid. U-factor : 0.300 Comments: I_] Door 2: Glass, U-factor: 0.910 Comments Door 3_ Glass, U-(actor. 0.310 Comments _ 1 Door 4: Glass. 1-1-factor 0.3(0 U Door F. Uass. U-factor, 0.310 Comment& Floors: J Floor 1 Ali-Wood JoetlTruss:Over Unconditioned Space, R-21.0 cavity insulation. Comments. _ Floor insulation is installed in permanent contact with the underside of the suhfloor decking. Air leakage: Ci Joints (including rim joist junctions), attic access openings, penetrations, and all other such openmgS in the building envelope that are sources of air teakage are sealed with caulk, gaskeled. weatherstripped or otherwise sealed with an air barnar material. suitable film or solid material. Air barnei and sealing exists on common walls between dwelling units, on exterior walls behind rubs/showers, and in openings between window/door jambs and framing. LJ Recessed lights in the binding thermal envelope are 1) type iC rated and ASTM E283 labeled and 2) seated with a gasket or caulk between the housing and the interior wall or roiling co` eirng. Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces, Where loose rill insulation exists, a baffle or retainer i=_ installed to maintain insulation application. ij Wood-burning fireplaces have gaskeled doors and outdoor combuMicn air. Air Sealing and Insulation: j Building envelope an lightness and crsulation installation eompiies by either 1) a post rough-in blower floor test re>ult of loss than 7 ACH at 33.5 jest OR 2) the following items have been satisfied: Project Title- Proposed Torintafillou Residence Report date: 041/05(11 Data filename: C \AA_EMERGENCY_UFFICE_PRO,IECTSITRIANT\TiantaHilou.rck Page 4 of 6 taJ Air barriers and thermal barrier: Installed on outside of air-permeable nsulalion and breaks or joints m the air barrier are filled or repaired. {b) Ceiiinglattic: Air barrier in any dropped sailing'soffit is subsfantially aligned with insulation and any gaps are scaled. (c) Above-grade wails: insulation is installed in substaruzil contact and continuous alignment with the building envelope air barrier, (d) Floors: Air banner is installed at any exposed edge of insulation. (e) Plumbing and wiring'. Insulation is placed between outside and pipes. Batt insulation is sotto ft around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Comers, headers, narrow framing cavities, and rim joists are ~.nsulated. (g) Showedtub on exterior walt insulation exists between showersAubs and extenor wait. Sunrooms: Q Sunrooms that are thermally isolated from the building envelope have a maximum fenestration IJ-factor of 0.50 and the maximum Skylight U-factor of 0.75. New windows and doors separating the sunmom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the menutacturees installation inslrLGhOns. ? insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. U Materials and equipment are identified so that compliance ran be determiner u Manufacturer manuals for all instalisd beating and cooling equipment and service water healing equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or speciflcatioms. Duct Insulation: (L Supply ducts in attics are insulated to a minimum of R-B. Ali other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-5. Duct Construction and Testing: jJ Building frerming cavities we not used as supply ducts. jJ All joints and seams of air ducts., air handlers, filter boxes; and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, aasketing or other approved closure systems. T-aces, mastics, and fasteners are rated UL 181A or UL 181B and are iaboled according to the duct ronstncction. Metal duct connections with equipment andior fittings are mechanically fastened. Crimp joints for round metal ducts have a cortact lap of at least 1 1,2 iriches and are fastened with a minimum of lhree equally spaced sheet-metal screws. Exceptions: Joint and Sean's covered with spray polyurethane foam, Where a partially inaccessible duct connection exists. mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect, Continuously welded and locking-type longitudinal joints and seams on ducts operating at lass than 2 in. w.g. (500 Pa). All ducts and air handlers are located within conditioned space, Heating and Cooling Equipment Sizing: ? Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Resider;tial Code. For systems serving multiple dwelling units documentation has been suhmitted demonstrating compliance with 20091ECC Commercial Building Mechanical and/or Service Waterr Heating (Sections 503 arid 504). Circulating Service Hot Water Systems: Cumulating service hot water pipes ale insulated to R-2, U Circulating service hot water systems Iinclude. an automatic of accessible manual switch to turn oft the circulating pump when the system is not in use, Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: LJ Heated swimming pools have an onioff heater switch. <J Pool heaters operating on natural gas or LPG have an electronic, pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where, public hearth standards require continuous puimp operatiun. Project Title: Proposed Thantafiltou Residence Report date. 04;05!11 Data flienarne.: C. \AA_EMERGENCY_GFFICE_PRDdECTS1rRI.ANT1Tiantaflifou.rck Page 5 of 6 Where pumps operate wittim solar- anchor waste-heat-recovery systems. U Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulaton value of R-12. Exceptions: Covers are not required when 60%, of the healing energy is from site-recovered energy or solar energy source. Lighting Requirements: jJ A minimum of 50 percent of the lamps In permanenify installed lighting fixtures can be categorzed as one of the tollowing. (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 iurnens per watt for lamp wastage 15 (d) 50 lumens per watt for lamp wattage > 15 and , 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: 0 Snow-and ice .melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitance. is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement' c). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-condnoning and water heating equipment. The certificate does not cover or obstruct the visib;htiy of tho rarcuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Proposed Triantafiilou Residence Report date: 04,'0511? Data filename: C IAA EMERGENCY OFFICE PROJECTSlTRIANT1Tianiafillou.rrh Pace, 6 of 6 d iv 9i 1~ F a Ceiling 7 Roof 36.00 Wall 21.00 Floor I Foundation 21.00 Ductwork (unconditioned spaces): Window 0.30 0.31 Door 0.31 0.32 Heating System:______ _ Cooling System;__ Water Heater; Name: Date: Common NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT W OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CL CONTRACTOR WHICH DIFFER FROM THE u Wy CONSTRUCT DRAWINGS/SPECIFICATIONS. z O ~y N I z o 11-6" W. X 1'-e"W. X 1'-O" O D. P. CONC. FOOTING. W/ 1'-1"X V-1" W. X 1'4" z P, CONC. PEDESTAL - N (TYPICAL ALL) L 1~ II _ fLl b U ~ ~w LI N N I a~ MECHANIC, CHANICAL RM. a"R coNC sue 10'-0" x 14 1 O'-O" X 14'-O" ) CLEAN COMPACT. FILL I "P. CONCRETE PAD l'-S" ABOVE SLAB WATER Jrv STOR i WOAL\ WATCH ly.6a ..yam, ; ~ ^ 1 , STOR. / v PROV. 5 8" F.C. GYP. BOILER SW. @ BD.(CEIIUNG & WALLS.)) 400 AfV (TOP OF STAIR). 7'-s" „ 400 AMP aBS FIRED n BOILER . ' . PROV. 5 B" DIA. X 1 O" L STEBL ANCHOR (TYPICAL BOILERRM.) SERVIC i SERVICE \ BOLTS FOR SILL IPL. OF LIGHT FRAME CONSTRUCTIONIEMBEDDED INTO JB JB 6,0" CONCRETE W \ @ 1'-O" AWAYC~FROM EOACH CORNER O.C. ~ \ \ (TYPICAL ALL NEVN FOUNDATION AREAS) U REF R REF RTOAC/HEATING NOTES FAN COIL 9 ON G EHAL NOTES SHEET. UNIT I1 I; L' 1 CO SLAB ON GE 5"P COMPACT, FAN ACT. FILL 1B W Y 0 10" P CONC. F UNDATII w CCFFC UNDATION WALL \ \ WITH 2'-0 " W. X 1'-0" D. P. FOOTING (CONT.) W/ W,1 N W Z . X 1'-O" D. P. CONC. WALL AND FOOTING. (1C CONT.) WW IN \ N FOOTING. (1U WALL) 5 LL 36" BELOW FIN. GRADE . GRADE (TYPIC FIN AL) w e rh B ______---~_________JB Z WSJ ~j 3.->i 2'-O" W. X 2'-O"W. X t'-6" P. CON( WI P. CONCRETE PAD (1) O 6" ABOV - F-0OTINCir 7r 6" ABOVE GROUND 0 PROV. BEAM POCKE SIZE AS REQUIRED BEAM POCKET - - - - - - AY. - - - - - - - - - - - - B REQUIRED (TYPICAL ALL) _ _ _ _ _ _ _ _ _ _ T, . 7 I _ _ T -g. of It J W12 X 40 (ABOVE) WD PROV. B AM POCKET 10 ' c.H SIZE AS REQUIRED j. PROV DEEP CONC WINDOW WELL so L TOP OF WELL 2" ABOVE FIN, GRADE. PROV. 3'. V DIA, GRAVEL BELOW W/ / I ,o' C.H. 3' ADD'L. BASE. PROV. CUSTOM FLUSH STAINLESS STL. GRATE. (REMOVEABLE) z Qa WINDOW - AMERICAN CRAFTSMAN 'I w BASEMENT HOPPER WINDOW 3223 ]I~ OR APPROVED EQUAL. (TYP. ALL). w S" P. CONC. WALL TH STO E CAP j j Je --LL z (~7 ON 16" W. X 10" H. P. CONC. FOOTG. / I (TYPICAL ALL4 WINDOW WELLS). 4" P. CONC. SLAB - 1 e" FT. SLOPE g'-g' PROV. DBL. 2" X 6" S LL l Q PROV. STRUCTURAL LINT LOVER / I..-...u.... a 11 / 1 I \ \ PRO W.W.M. IN SLAB OVER G EL FOUNDATION WALL P, 2%8"JLL PLATE TOP OF )N WALL (TYP, PERIMETER) TAMPED BASE TOWARDS FLR.DRAIN. 6'411' WITHTERMITESHIEL Cn ITE SHIEI_n Anln vmorv io RFTEi1J CT11011t UI6TCR p11NflfF INSULATION L PURSUANT TO CHAPTER 236 OF THE TOWN CODE r SIP r CONIPLY WITH ALL CODES OF o 3q.- . sar, NEW YORK S NEW YORK STATE & TOWN CODES CERTIFICATION OF i 3 AS REQUIRES S REQUIRED Ayg~g NAILING & CONNECTION / ' / I, a'-, r 3" P CONC. SLOB- OV. W CHO WAT R PR OFIN • / ll-~CLEa,N COMPACT FI~ ALONG PERIMETER FOUNDATION S TOWN A REQUIRED. WALL BELOW FIN. GRADE. INCLUDING / _-r---~-.----- _ 11-6"W.X1'-E1W.X1'_D" ,._6. PARGED JOINT BETWEEN FOUND. soUiH rowN rRWAUS APPROVED AS NOTED D.P. CO c. F ~SOUiHOIO LANNINGBOARD --,-'-`~----1r , r CONC. AE OOTING. WALL AND FOOTING LALL) ---.---_N. .DEC D~A-~ TTE~B.P.36379 41 12-T.- NOTIFY BUILDING DEPARTMENT qT 7 65-1802 B AM TO 4 PM FOR THE OCCUPAN( FOLLOWNG y FOUNDATION PLAN USE IS UN( )CCUPANCYINSPECTI I F 3" P. CONC. SLAB FOR POURED CONCR OUNDATION -TyYpREQUIRED 1SE IS UNLAWFUL 2 ROUGH, FRAMNG,PLUMBINNGG 01 / FAN COMPACT. FILL WITHOUT STRAPPING, ELECTRICALtlCAUIKING N VITHOUT CERTIFICATE 3 IN SULATION 2t-3. OF OCCUP, / IF OCCUPANCY 4 FINAL - CONSTRUCTONaELECTRICAL 13'-e'• MUST BE COMPLETE FOR C.O. a ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW O YORK STATE NOT RESPONSIBLE FOR (7 PLUMBER CE PLUMBER CERTIFICATIpAI DESIGN OR CONSTRUCTION ERRORS, ? ONLEADCON/~ IN LEAD A CERTIFICATE O ~ i ATIFICA~OFOCWUPANCY q 9 " SOLDER USE SOLDER USED IN WATER Er+t' a o o o SUPPLYSYS7 3UPPLYSYSTEMCANNOT ?QIS4<N~rq ^v, oZ oZ D~ s-a• j EXCEED 2/101 EMCEED 2110 OF 1% LEAD, w ~ D ¢ D w a: It / P W. CONC. FOOTING. r~ W/ P-1" X X 1-4" ' N° Lo ° N° - - P. CONC. PEDESTAL (TYPICAL ALL) ELECTRI! ELECTRICAL a~9A 02x21 P~/' ; a a INSPECTION RI 'ECTION REQUIRED JEVy s SCALE: 1/a^=110, PLUMBING PLUMBING OFFICE SET DWG. NAME: ALL PLUMOM WAI LPLUMWGWASM 3.30.11 FOUNDATION l NNGATEEAL WED PLAN TESTING KFOy COYENI A THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPEWIF THE gRCHITECT.N. DWG. NO., REVISIONS, CHANGES, ANO/OR MODIFIDATION$ SHALL BE ALLOWED W/O WRITTEN AUTHORRATIDN OR THE ARCHITECT. ANY REPRODUCTION IN PART ICTLY /~-O OR WHOLE LE IS IS S STR PROHIBITED BY LAW. H ws ~o O N z a U° .!t '+6 N .yA .ti O W a a~ A A i J AAA 19 JB / ~ A J / J s I ^,y I \ \ \ / . r I 7 AVA \ W \v BEDROOM #6 v~vv, 11'-O" X 14-_3° U / I 1 t Z zano^ A A W Y i 0 i CL * A EW i C/) W W z \ \ - MEDIA RU M 16•_5•• X 20'-4" f 1a'-B'• z.-s• tn.-B W~ \ 3 1 1 z s/~s>Vq~o oyr sc~.. ® B/F pp~7 -f-46, BEDROOM #4 ele>vq~o~~~ eD.H1V_3" x 14'_9-- )OM #4 c 14'-9" w CO O 0 GARAGE v / 9 27,_0" x 23•_6" ~6•.a• ~ I 0 OAB F P. 48" OPO BY of .iSC? IATOPORMP II C MP.N1 EOUA 'F - L P.m O" 6 y 10."ZEPO CLEAR (rL / y FLUES INOHIMNEY dJ ~ -a L _IN - - ~ 33' •SD H C MP. M2 Q \ A' 76 44~~! r:~: 1 u: za Q W V 12 1O \ B W WA - F, w w CnF 3 V~ A I ~ ~ ~ e' C.H. zfr / l I CL.i DN. .B• 5. I y` 6 1o._e.. ~/-OPEN TO ABOVE \ JeX E6 Ea woos10. E~/ ® x BEDROOM #5 4 #b Q V V o- r 0 C.H. d so A /e B 11''0" x 14•_9•• -UP z ~e x ~ ~c A r ~,6 P 1 _1 CL CL \ \ UP - - - - - - - - - - - - I l O OT IDEW. D Y R sa - L UP L __________~I Css°vavm° a u~cE~ E - _ - - - _ WET BAR 6'_6" x 7•_5•• I BATH I I P-a^ x 1 o'-6° I I ~ ~ I FIRST FLOOR PLAN w E /L FIRST FLOOR 1,955 S.F. N N \ I H W F Z Z 9 w d avudq~ o oW o y0 M y~ _ _ L'- = Ji SrgT ~2921'~pP~ N a a v FOF CdSCALE: 1/a^=y,o" OFFICE SET DWG. NAME: 3.30.11 FIRST FtOOR CONSTRUCTION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, gRETHESOLE PROPERTY OF THEARCHITECT.NO DWG. NO.: REVISIONS, CHANGES, AND/OR MOOI FICATIONS SHALL BEALLOWED W/O WRITTEN AUTHORIZATION A BY THEARCHITECT ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, i NOTE: V I CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWINGS/SPECIFICATIONS r I~ O v 0 0 ~ N z i O u ~ 0 z~ ll N a~ J' - V A / Q 7-1 W / i lb PROV. 2-1 3 4" X 11 7 8" MICROLAM PROV 2- 1 3 4" X 11 7/fe" G.P. LAM / LVL OVER ALL WINDOWS & OPGS. LVL UNDER ALL PARTffi*S.BLK. U xo % / N IN PLACE OF RIM BD. Fl`P. ALL) AS REO'D. BELOW F.J. CrYP. ALL). Z W Y Q ~N, A lip, T _ _ - - - PROV. 2-1 3 4" X 11 7 8" MICROLAM t" MICROLAIA WS & OPGS. ' ) VA A~ N PLACE OF R MI BD. (TYP. OL ) (TYP. ALL) U) II JI J PROV. FIRE-STOP BLOCKIP i TOP/ BLOCKING W Z YP. ALL AREAS). N Q -vim =v < 8'-0" O.C. (fYP. ALL AREA Lu IL IL Z rU rU 0 D xo x0 X0 lI W :ONT 1 1/e" X 11 7/e" "GP - O 0 N ~p N jp io PROV. CONT. 1 1 e" X a` FIBERSTRONG" RIM E TRONG' RIM BD. EX. AREAS N @) OF FDN. OPG. PROM N V N BARRIER BETWEEN F 1. OPG. PROVIDE WATER IR BETWEEN FOUND. WALL I & RIM JOIST. Q'YP. Al IOIST. (NP. ALL AREAS) O J /I v ~ ~W12 X 40 (BELOW X 40 (BELOW) W12 X 40 (BELOW) 0 _ PROVIDE 12 x 35 STL IN CONC. BEAM POC 1E 2&3 5 STL. BEAM a IC. BM POCKET Q Z rc ~I xm mm m W W n w m~ "U Z~ x0 N X6 N - x0 X0 0 N(0 >0 m >0 1 N~ ~ Q PROV F BERSTRONG" RIM BDI. EX. AREAS OF FDN. OPG. PROVIDE WATER N 1 7/8" MICROLAM BARRIER BETWEEN FOUND. WALL j & RIM JOIST. (TYP. ALL AREAS) LVL OVER ALL / -I N PLACE OF RIM I BD. CrYP OPQ JDOWS & OPGS. BD. (TYP. ALL) % ~ / ~ ~ r _ m L 34•-Y• ~ ~ L U ` ` w FIRST FLOOR WALLS ABOVE lTYP.1 I , t9'-4" ~ l w w J) N N H a w 0 0 F z z o W J J22 O 72 1 ST. FL. DECK FRAMING PLAN 0 10 ,%O~Qp$~K NOTq,~O ~T` w 2 w ¢ w ¢ 7 7[L 72 THIS DRAWING IS FOR REFERENCE ONLY NLL NLL NIL ONLY & IS NOT INTENDED TO BE SCALED. N d' N t0 ffOT TES BEARING =FERE 4T X2921 pQ' N o v e \E'<)F hIE~N~ SCALE: D MUST BE TUATE VERTIC y/4^=y o" OFFICE SET DWG. NAME: 3.30.11 FIRST FLOOR DECK FRAMING PLAN THERE ORAWING9 AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHRECT.No DWG. NO.; REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT ANY REPRODUCTION IN PART l n OR WHOLE IS STRICTLY PROHIBITED BY LAW. - 11 . NOTE. CONTRACTOR TO NOTIFY THE ARCHITECT r_, ~Uy OF ANY AND ALL REVISIONS DUE TO FIELD W - CONDTO, CLIENT, AND OR GENERAL N. CONTRACTOR WHICH DIFFER FROM THE N CONSTRUCT. DRAWINGS/SPECIFICATIONS. Q N Z a In U .9a C7 N w O z~ N v ~ M r--r U -I- w ~ ~ N DINING RM. 141-6" X 181-0" u N N 1~ a b O D I"`vz ,y is i ~",c / `fF , v PROV. 10" MOTORIZED VENT TO OUTSIDE. r aFl -any / \ \ \ 12' C.H. \ 'C r , \ \ BEDROOM #2 W L ~~a Q~ \ 11 1_0" x 151_0° U z GFI~ r vvv I//'j / l l dYf l L ~I Lu Y 0 ~ I y I C 0 / lOl 1 I l / / W-F / a 'OFI~•~ V ?X \ I ~ C/) W Ae0 4e / p v Lu z GREAT ROOM/ R GFI , \ IC\ P J / \ 0, 15'-5" X 20'-4" W~ FI EPLICE •d" OPO.I HET OE OR APP, $ ® B/F rwm Z C~.\ EO~PROV. IREO! /80l/yTIF\~0. E. TpDEEpp,TERIOR. IpF Oq 9 JA. elOgL do.Q-~ / 12'C.H 12'C.H. / JB/F \ BUHNINO W/GAB. STO CB/< 28\9Y OF ~ \ N. e BEDROOM # loom #1 O ST INBER! KITCHEN 9a"e ~G ~6 x 16'_0" x 16'-D" O 0 10'_0" X 17'-0" IL IrJ ~ 45 Q \ F l \ l sc j9D F Fl O , LL P=NROV. T/ GALV. DRYER i VB V 1~.A IL VENT/GRILLE TO / W OUTSIDE WALL. x m a a.., , ,a.' 1 `I W Q o z W DN W UTILITY "JB \ / r ?N. 7^. 6•_7•• x T_S' I I It ~ I I zIt Q OPEN TO_B~E~OW - r I I I I/ T-7" x 12'-O'• /E~-~' w a M ~u \ e® M. BATH ON. JB i P P I/~ B d / a / CL e t Cu . yr J9 e o^ . N t - - - f M. CLOS. a, ~ s-1 o^ x 7-s^ BATH T_5" X 7'_s" SECOND FLOOR PLAN 0 w SECOND FLOOR 1,952 S.F. N N DECKS 380 S.F. r a z 9 2 2 W r fA A`q =;4, O oW b\ri, o fu Obi /64~p.S~K NOp T~. o o w¢ Wit wIr cQ C) J)o ~LL ~L iF. 9 L" ' d o . ~js ,B N v ui ro ~A-9p~d9~t~~OQ~ rn a a a SCALE; 114"=1'DII OFFICE SET DWG. NAME, 3.30.11 SECOND FLOOR CONSTRUCTION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHOR NATION ECT AN YREPROCUCTIONIN PART BY THE.ARCHITT OR WHOLE IS STRICTLY PROHIBITED BY LAW, H L NOTE coo CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD W5 CONDITIONS, CLIENT, AND OR GENERAL ` CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS r z u u 0 ~ N Z o y za z a U 4m rrI ~k ~ \ \ / 4" X 4" AC POST TYP. l p 06 1111 N dm ACO RIM JOIST (TYPICAL) a~ O / pP/ / I 01, T Xp l ~ I PROV 2 - 1 3 4" X 8" G.P. LAM ACO RIM JOIST (C&# CNUOUS) i ~ P o P~yP P '2 p p J-1 X16 W y a+ U PROV. 2- 1 3 " X 1 7/8" G ,P. LA LVL UNDER ALL .BUIK. Z S REO'D. BELOW F JITI(OTNYP. ALL). p'p. ) A W Y 0 C C) pp W a PROV. 3-1 3 4" X 11 7 B" MICROLAM qLL _ LVL OVER AL WIN OWS & Opals. B" MICROLAM I I Z )WS & OPGS. W (FLUSH WITH RIM JOIST)(TYP, ALL) IST)(TYP. ALL) SECON FLOOR WALL ABOVE. P ` 3~ 3 ~a > a i nt n n Z 2„pp r~ ~o PROV. 2 - 1 3 4" X 11 7 8" G.P. LAM a XO X XO W cl) ITIONS.BLK. LVL UNDER ALL PAR. AS REO'D. BELOW F.J. (TYP. ALL). q<< N p FIRST FLOOR WALL BEL FOR WALL BELOW. (NP.) Q 0 NU N/Ct NU of a J F- r Q a z U ~ MA ~~oc 2 7 9(L Ip w W ~ t~ r4k~ c~a"Gp U) \ l f v I-A a. z~ n SECOND FLOOR WALL AE M 3 . I 3 I~. OOR WALL ABOVE (TYP) Q I r XD f L r V r 1,I~1IIIII N jp 3-1 N jp N F-1 N lPFIOI CH W TH RIM 1.10 STllTYR At READ & LVL OVER ALL WINDOWS & OPGS N CROLAM L & OPGS r PROV/ STAIR' OAK TREAD & IST)ITYP. At 1) / ULH WINt Nlo=N vr.n r1 HOT. IIN FIELD. REF TO BLDG. BLDG. SECT- FOR CUSTOM RAILING. I R RAILING. / V YV L PROV. 3-1 3/4" X'11 71B.. MICROLAM LVL OVER ALL WINDOWS & OPGS. (FLUSH WITH RIM JOIST)(TYP. ALL) W U) N N F- a w O U' Z W 9 V 0 0~ 2ND. FL. DECK FRAMING PLAN U'gRY,~`, w¢ w¢ wcc c>"~,, lip cVii' NO NO M0 LOLL LOLL LOLL vF, THIS DRAWING IS FOR REFERENCE ONLY 0 ONLY & IS NOT INTENDED TO BE SCALED. w r r `nom N It a a i+T~ `~~A'3tl; ~pP NOTE: SCALE' ©INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED 1/4"= l'O W/ADEQUATE VERTICAL BRACING. FOFFICE SET DWG. NAME: 3.30.1 1 SECOND FLOOR i DECK FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS, CHANCE., AND/OR MODIFICATIONS SHAUL BE ALLOWED W/O WRITTEN AUTHORIZATION A-2 BY THE ARCHITECT. ANY REPRODUCTION IN PART / \ J j OR WHOLE IS STRICTLY PROHIBITED BY LAW. A G ~I NOTE: C CONTRACTOR TO NOTIFY THE ARCHITECT r_, E OF ANY AND ALL REVISIONS DUE TO FIELD W 5 CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE 4{~~ rn CONSTRUCT. DRAWINGS/SPECIFICATIONS. 11 z r 0-j O ~'y N l z z .a a V N iii Olt or ~ j? i LLJ yc U Z - - - - - - - - - - - - - - - v II~III-M~ a ~I II II u u u u II I II ~ir Lu Y 0 / i ~-@,~0.~. ii .T III A 3/4 LL " X 11 t " ll1 JL _ JIl I_ A PROV. 2-YOVER LVL WNC 2-t 3/4" X t t /S" MICROLAM c, w JER ALL WINDOWS & OPGS. W z 7 pQ p. / (UNDER TOP PLATE _R TOP PLATES) (IYP. ALL) III' I~ F F / w z / I III ~ti ~ '-VIII o, o~ I / ~ ~ 0 D A III x - - o ~ .c~' I III 1 III I / ~ - - _J 00 of ~ I I II I III I I I III I I I I III I I I I II I I I I I// ~ ~„~„~T _ / _ _ IL_IL_~L _ - X71 L_ _ _ - _ ~ I "~@ 16" O.Q _ aJ F LL 1 a p', I II'I I I I I - -I W z w w Cl) FT~ Cl) - J' \ ~ I II II I ~ I I~ I I I I I III I ~ ~ III I I I~ I I I I I~ I I II ~ ~ ~ ~I Z~ Ib= I Q q IX I h IX x 2-1 4" X 11 7/e" MICROLAM -ir = N ' PROV. a1 a a^ x IN LVL OVER ALL III (UNDER TOP PLATE ~VEq ALL WINDOWS & OPUS. ER TOP PLATES) (TYP. ALL) LII II II 11 INK rr IrX 9'rC.T.ZtT o.c jh'~ ~ ~ ~ a~ ~ II II II II II II II ~uliL l II II II II II II II II II II II y. 'ham - - -u _u- ii_ i- - - - - IL ~ ~ - - - 11 it _I~ 11_ iL - . r O w N N 0 / \ \ \ \ F W O/^ 0 F Z w 9 z UZ 2 L CEILING FRAMING PLAN ~i 7" IN HIS w B•'O c~` w¢ w¢ wC 7¢ D¢ ~-a y0 y0 y0 THIS D& RAWING IS FOR REFERENCE ONLY - - ONLY IS NOT INTENDED TO BE SCALED. . cP. N a vi m fE 1, 02121 pF' N a a a [-N OTE: O INDICATES BEARING POINT LOAD SCALE: THIS LOAD MUST BE TRANSFERED 1/4"=1 Ou W/ ADEQUATE VERTICAL BRACING. FOFFICE SET DWG. NAME: 3.30.11 SECOND FLOOR CLG. FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT NO DWG. NO.; REVISIONS, CHANGES. AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION PART A-2.2 OR WHOLE LE IS IS S STRICTLY PROHH BRED BY BY LAW W. NOTE W CONTRACTOR TO NOTIFY THE ARCHITECT W u OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE uu y CONSTRUCT. DRAWINGS/SPECIFICATIONS, r1~ z O~yN z o U ,k U y ti z~ N PROV. 3 8" THK. CUSTOM TECO TO CONNECT THE RIDGE BM. TO ALL TECO TO A. TO ALL / Uw HIP RAFTERS. (TYP. ALL AREAS) AREAS) N PROV 2 - 1 3 4"RX 4" MICROLLAM ^ a b LVL HIP RAFTES PROV. 3 B" THK. CUSTOM TECO TO It CONNECTTHE RIDGE BM. TOALL C HIP RAFTERS. (TYP. ALL AREAS) O 2> ~ ~ ooy \ \ \ PROV. 2 - 1 3 4" XM14" MICROLLAM SECOND Fl -R. WALL BELOW. TYP. ~i N (Jd LVL RIDGE BEA 0 PROVIDE CONT. CUT 2" X 10 SUB- O FASCIA (I YP. ALL AREAS). N @J W ryy2< \ \ PROV. 2 - 1 3 4" X 14" MICROLLAM i ~ / COR LVL RIDGE BEAM U ! P' PG Z C @ 6g„qA. W Y 2" - - ~ o C 0 PROV. 2 - 1 3/4" X 14" MICROLLAM LVL HIP RAFTERS PROV 2 - 1 3 4" X 14" MICROLLA 2"%t0'R.R YX1~"P.P. A - o+e^o,o. ®ieo.n LVL RI DGE BEAM 14" MICROLLAM v w QU QO Wz A •q o Q,. P w QU X~ X~ .,20G \ .A z P OV. 2- 1 3/4" X 74" MICROLLAM 2 O' RAFTER SUPPORTS & HDR. AT ^6 2 100 N \ O N V + O D ALL DORMER LOCATIONS. (V ~ 2 ~ w Xr PROV. 26 1 3 4" X 74" MICROLLAM N LVL RIDE BEAM / / I SECOND FLR. WALL E FLR. WALL BELOW (T'P ) 0 O 2"X 12"IR.R. / - ~@ 16" O.C. _ - . - a J F v 0 a z U w w zfr PROV. 3/13" THK. CUSTOM TECO TO CONNECT THE RIDGE BM, TO ALL Q HIP RAFTERS.(TYP. ALL AREAS) / ~ rs O oq PR V. 3 S" THK. CUSTOM TECO TO -CO TO 2s~2" R. CONNECT THE RIDGE BM. TO ALL ~ZR HIP RAFTERS. (TYP. ALL AREAS) 'O ALL AS) p pR, s p R, c -PA 2--k p pR, 2°k ~ rs2"R. A / r pp. v W 7 N N F 2°k rs pR.q 4 a w ? 2°k C F Z yell R. R. / o, p ZW 9 (J / ROOF FRAMING PLAN '~~~~44yy1KNOT,gyY(~4 ~ ~ 0~ Wfu p ~b ? ? ? THIS DRAWING IS FOR REFERENCE ONLY Yi11;' . A a y0 9U)0 y0 -L L ONLY & IS NOT INTENDED TO BE SCALED. O W '9r 0'2l p ~1r'pQ~ m a a a NOTE: ~OF N1E'Kyi''p O INDICATES BEARING POINT LOAD SCALE: THIS LOAD MUST BE TRANSFERED W/ ADEQUATE VERTICAL BRACING. 1/4"=1'0" OFFICE SET DWG. NAME: 3.30.1 1 ROOF FRAMING PLAN rTH285 ORAWINBE Afi INSTROMENT6 OF SERVICE, ESOLE PROPENOFTHE ARCHTEC T.NO DWG. NO.; 0N5, CHANCES, AND/OR MODIFICATION6 0E ALLOWED W/O WRITTEN AUTHORIZATION OLEI.ITECT. ANYREPRODIICTIONINPAHI' A-2 . 3 OLE IS STRICT LY PROHIBITED BY LAW. NOTE' ~.I CONTRACTOR TO NOTIFY THE ARCHITECT W5 OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. r~ Q ~ N Z o Oy za rr Va~~ w G W N u 0 ~ I"1 W ~o Y a\ \ PROV. ALTERNAT RICE FOR DECK/ J \ \ RAILING ABOVE. DECK TO CONSIST \ OF 2" X 10" CONST., E.P.D.M. OVER 3/4" PLY., SLEEPER, IPE DECK, l~ RADIANCE RAIL SYSTEM. SUPPORT TO BE CONT, 2- 1 3/4" GPLAM FRAME WITH 3/8" STLFLITCH PLATE BRACES ~~S 2" X 12" R.R. BELOW. W U Z W Y 0 C 0 C/) W 1 I ` h r ~ W z W~ - - - - ,rte! ^C,n {J~iv-h ~ Cr 1 Z~^.w'. df - C „ „n z < PRO V. LIFETIME 1<: f~ ROOF SHINGLES V. "LIFETIME" "GAF" ASPHALT o ~F SHINGLES (TYP. ALL AREAS) J V t )r l j~ V' `Z _ M, 1. - OVER 18 LB. FELT - ~,'J PROV. "WEATHER R 15 LB. FELT, (COLOR T.B.D.) W V. "WEATHERWATCH" UNDER- U) O ~c d ~ ~ ~ ~1 - LAYMENT ALONG AENT ALONG ENTIRE BOTTOM O l~`~ ~T - EDGE OF ROOF U % ) . Ti_"- sq i~ ALL ROOF SECTIC E OF ROOF UP 2'-O" (TYPICAL) ROOF SECTIONS). O J (L LL 0 n. ~:v~.,,<tif r - U Q o z W W rY - > tvr W cn Zy'~;3 (n 1 - - ~ - ~ '"",2' ~Xu fay _ Z0 - 5~~~~jv~f%24' yr ~V Q i L h / %II 0 W ] N N 0 0 F OZ Z W J U kit 03 03 0 ROOF PLAN V^ Zy~ hraf~~~A`A w L' THIS DRAWING IS FOR REFERENCE ONLY J) a), 010 ONLY & IS NOT INTENDED TO BE SCALED. of N0, li SINCE 1/4"=V0" OFFICE SET OWG.NAME a 3.30.11 ROOF PLAN DRA INGS ARE THES SOLE ROPERTYOFITHEARCHTECT NO DWG. NO.: REVISIONS, CHANGES, AND/OR MOOIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BYTHEARCHITECT ANY REPRODUCTION IN PART A-2.4 OR WHOLE IS STRICTLY PROHIBITED BY LAW N° I--~ PROV. DBL. 2" X 6" ADO 2"X6" Nt'S UM `.J u SILL PLATE (TYP.) WALL 10" P. CONC. FOUNDATION )N STUD WALL WALL, PROV, MIN. 8 FDN. SIMPSON HL36 KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE SHEATHING TRADE I O N --CONNECTION OF WALL z ANGLE BRACKET RIDGE W TH (16) 1 Od X 1 1S/2F ASTENER (TYP. ALL AREAS) 1 SCREW THROUGH (3) 211X 10" SHEATHING TO WINDOW o BEAM (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE -ti, - BRACE AT EACH WINDOW HEADER d6l KERB HEADER 10WEEN - FLANGE Z.CO°aYi.. III NINKERB DBL. MICROLLAM OF 7/12 OR GREATER). PROV WATER BARRIER BETWEEN HEADER FOUNDATION WALL & ADO. RIM JOIST :Q. RIM JOIST. ;n. 0.75 X 33 MIL CONNECTION OF WALL / SHEATHING TO 2"X STUDS I ~rvwAUeAI z -4 2" X 1 O" R.R. PROV 2 CONTINUOUS # 4 i 4 JACK & W°' +iJJ RE-BAR. "P. ALL AREAS) I) STUDS %NEda-' ENNEda c6N"Fa~~,w~N° U w PIAh FAs-fEENEPB MBPdM1ea6) If I q.SA EON rT1 O, LNG, ^'b,~""~„3° W a .N. (H L P in ev i eavime)" "e° 'GLAL '°anRN. k .r )N DETAIL D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 METAL I METAL FASTENER SCHEDULE ~I w° N CORNER CONNECTION D2 CONNECTION OF RIODE D1 FOUNDATION DETAII OUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER A-3 d A-3 I--1 a (EXAMPLE) A-3 BEAM TO ROOF RAFTER A-3 PLATE TO FOUNDATI (EXAMPLE) (EXAMPLE) ?1PLE) (EXAMPLE) (ALL STF (ALL STRAPING TO BE @ 16" O.C.) PROV. COLIC-TAPER :ONC TAPERED CAP & FIN. PROV. 3 e" THE CUSTOM TECO TO PROV. 3 8" THK. CUSTOTECO TO FLUE CAPS, FLASH A APS, FLASH AS REQUIRED. PROV. CONT. "COBRA" RIDGE VENT CONNECT THE RIDGE BM. TO ALL CONNECT THE ,MM . TO ALL HIP RAFTERS. (TYP. ALL AREAS) FEN RO V. CULTL PROV. CULTURED STONE - PROV, ROOF KRICKET CYPICAL ALL RIDGE AND HIPS). HIP RAFTERS. (TYP. ALL AREAS) - ` FE RI F R MNEV. TYPE T.P.D. - PROV, ALL NECESSARY FLASHING fTOP OF RIDGE PROV "LI ETIME""GAF"AS HALT ROOF SHINGLES (TYP. ALL AREAS) ~~I I OV.2-1 "XAI=VL)W OOE BEAM P. R 9) OVER 15 LB. FELT, (COLOR T.B.D.) PROV, "WEATHERWATCH" UNDER- 12 12 LAYMENT ALONG ENTIRE BOTTOM 7.5~ EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). R - 38 HIGH DENSITY FOIL FACE ~7.5 FuNr~rz INSULATION. (TYP. ALL AREAS) \ 2'+ 72., PROV. 5/6" ACID. PLYWD. SHEATH Wr , RR (TYPICAL ALL ROOF AREAS). v TOP OF 2ND FL. C.J. 2'X10"C.J.0? 16"O.C., 7s-, z l W Y WHITE ALUMINUM GUTTER AND Q o LEADERS. PICAL ALL AREAS). PROV. S/S IN 101-91, M% S 3 INTERNAL FLUE j &EXTERNAL CAP. ll ) U) OP OF SECOND FL. PROV. CONT. "REENEK" BEAD BOARD & EXTERNAL ~r . - - - SOFFIT W/SCREED 1" VENT. T WINDOWS SPRAY RAFTERS ABOVE W/ BLACK 2" X 6" WOOD STUDS w 1/2" COX W Z P YWOOD SHEATHING. (TYPICAL) > PAINT. (TYPICAL ALL AREAS) PROV. 3 4" X 3" W. RED OAK WOOD PROV. 5 4" X 8' "REEK" FRIEZE BD. FLOORING (N 1) AT AREA PROV. 1 2" ACID. PLY. SHEATHING FI L ALL AIL HOLES AND APP 2 NOTED ON FLOOR PLANS. (TYPICAL ALL PERIMETERS) W 6'-E3" O COATS R APP! EQ. (TYP. BOTH SIDES)NT PROV, ALI-E -ERIOR DRAIN WRAP" (TYP Z 29'-5" r PROV. 3 4" T & G PLVWD. SUB-FLR. H. G ALL PL EA S 1 _ ALL EXTERIOR WALL SURFACES.) D W J PR VIDE 6" EXPO RE - NICHIHA SIERRA PREMIUM SHAKES PLUB OR APPROVED EQ. COLOR T.B.D. PRO V. 2-1 3/4" X 11 7/8" MICROLAM 0 TOP OF SECOND FL FLASH AS REQUIRED. e^ 0 LVL OVER ALL WIND/',O~WS & DOOR OPENINGS.FLUSH (fYP. ALL AREAS) O J PROV. TRIPLE CNT. "AZEK" - RAISED BAND 19 8 1/2 aY'. f STOP OF FIRST FL. _ _ PACKED OUT, 2 - 1 1/2" BANDS LOWER WINDOWS ABOVE & BELOW FILL HOLES a & PAINT W/ BEN-MOORE FIN. F7 PROV 1 2" AC LY. SHEATHING 0 (TYPICAL ALL PERIMETERS) a- (TYP. ALL AREAS) I p 3D 2" X 6" WOOD STUDS W 1/2" CDX W 9 PR-0 6 4 X e" " REEK" CORNER p BD. TRIM "W/ 1""REEK" BACK PRO-V. 3 4" X 3" W. RED OAK WOOD - RI (NO. 1) AT AREAS PLYWOOD SHEATHING. (TYPICAL) 6'_8" BAND.(T'P. ALL AREAS) NOTED ON N FLOOR PLANS. PROV. 5 4" X T PROV. 3 4" T & G PLYWD. SUB-FLR. R R - 21 HIGH DENSITY FOIL FACE Z INSULATION. (TYP. ALL AREAS) Q EE fi" 'AZEK' WINDOW I TRIM W/ 1" "RK" BACK BAND. (IVP. ALL AREAS) (fY . ALL AR S). TOP OF FIRST FL P . 1 8" X 7 B" " - MR' CONT FFERSTRONG" RIM BD. EX. AREAS FIN. G DE OF FDN. OPG. PROVIDE WATER 3,_O GRADEAWAY ,I - _ - - - (TYP. ALL) wl mg ®e o. 8. RIM JOIST. (FYP. ALL AREAS) (VARIES) I - ®+e ffE~ BARRIER BETWEEN FOUND. WALL W12 X 40 STL. BEAM W12 X 40 STL. BEAM F1 l W12 X 40 STL. BEAM ' I I I I I PROV. 5 8" DIA. Xi 0' L. STL. BOLTS fS PRO V. DBL 2" X fi" ACp SILL PL. WITH TERMIT@ SRT€CD FIBRO I INSULATION (TYP. ALL AREAS) Ell THRU SILL PL. OF LIGHT FRAME I,CONST. EMBEDDED INTO CONC. 11 (9~ NO A MORE THAN O.C. & Y P. 1 r ~ ~ A T- -------WAY AY FROM ALL CORNERS, (TYP II II P V 6' - STRUCT COLUMN ON 2' X 2' X P. CONC. 10" P. CONC. FOUNDATION WALL FOOTING(TYP.ALLURA STLCOL 7~LL NEW FOUNDATION AREAS) AREAS) PROV. WATER BARRIER BET. WITH 0-0" W. X 1'-O" D. P. CONC. - FOOTING (CONT.) W/ W.W.M. IN FDN. WALL & G RDER. WALL AND FOOTING. (10' WALL) 36" BELOW FIN. GRADE (TYPICAL) 4" P. CONC. SLAB - 1 e" FT. SLOPE . "I PROV. W.W.M. INS B OVER GRAY L TAMPED BASE. TOWARDS FLR.DRAIN. I I PROV. WATC DO W E ROOFING ALONG PERIMETER OF FOUNDATION I , WALL BELOW FIN. GRADE. INCLUDING PARGED JOINT BETWEEN FOUND. WALL AND FOOTING 2'-0" W. X-O" D. P. CONC G. SET ON UNDISTURBED SOIL. (TYPICAL ALL) W 7 NOTE: G.C. SHALL VERIFY THAT THE HEIGHT OF THE STRUCTURE I~ SHALL NOT EXCEED 35'-0" AT MIDPOINT OF TOP PITCHED ROOF. NOTIFY ARCH. OF ANY CHANGES. ozs2ja,`i" o 2" X 8" 2" X 8" BLOCKING ROOF (2) 2" } (2) 2" X 4" TOP PLATE TRUSS SHEATING TO TOP PLATE. BAND JOIST DOE ~1 0 ~1 O IJ WALL STUD F H- WALL FLOOR FRAMING DWj Cir WX WQ WQ STUD D¢ CQ CLIP ANGLE (BOTH SIDES OF ` OR U1no N0 CONNECTION) MIN. LENGTH =JOIST WEB DEPTH MINUS 1/2" (3) 211X 10° CONNECTION OF WINDOW BOTTOM PLATE O DOUBLE IWALL STUDS WINDOW HEADER HEADER TO EXTERIOR WALL. TWO- MFWBER FLOOR BAND JOIST Lu En C N 0 8 SCREWS (4 PER LEG TOP PLATE ~I ULWANULE) l 2RAFTER BRf SIMPSON LSTA18 STRAP WITH SUPPORT' BEAM N_ V V 7 2" X 1 O" RAFTER (12) 10d FASTENER. PILE BER FLOOR SUPPORT BEAM SCALE: CONNECTION OFF FLOOR FRAMING N OF WALL TO FUR. FRAMING 1/4"=1'O" METAL HURRICAN WITH (7) 10c RAFTER BRACING MTS12 STRAP TO SUPPORT SEAM. SIMPSON LTS12 WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER TAYB STRAP WITH CONNECTOR TO STUD AN TO STUD AND RAFTER. 2"X8" INTO FLOOR JOIEST AND SUPPORT BEAM JACK f(12) ALL STUD ~3 U3 9 TENER. DWG. NAME: STUDS OF BAND JOIST TO SUPPORT WALL SHEATING SIMPSON LTP4 STRAP (12) Bd X 1 1/2" BUILDING SECTION OUTH CUT D7 CONNECTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING Dg CON CONNECTION OF WALL (/D1 W JOIST TO HEADER JOIST D4 CONNECTION OF TOP pg BIRDSMOUTH CL A-3 TO F JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 TRT BEAM. TO FLOOR FRAMING. A-3 DWG. NO.: (EXAMPLE) A-3 WALL PLATE TO WALL STUD. A-3 LOW END OF JOIST C (EXAMPLE) M PLE) (EXAMPLE) (EXAMPLE) (EXAMPLE) A-3 I NOTE: U PROV. PROV. CO NC TAPERED CAP & FIN. CONTRACTOR TONOTIFY THEARCHITECT Imo-' OF ACV AND ALL REVISIONS DUE TO FIELD FLUE( FLUE CAPS. FLASH AS REQUIRED. CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE PROV. CONT. "COBRA" RIDGE VENT 'ENT PROV. CULTURED STONE PRO V. ROO KRICKET E z CONSTRUCT. ?RAWINGS/SPECIFICATIONS. (TYPICA ALL RIDO AND HIPS). FOR CHIMNEY. PE T.P.D. PROV. ALL NECESSAR SHING fTOP OF RIDGE u 1 _ - _ 1 SS T L . N ROOF SHIN PROV. "LIFETIME" "GAF" ASPHALT in ROOF ~HINULE6 (COLOR AREAS) ` ZO - - _ _ - - OVER 15 LE OVER 1 15 5 US LB, . FELT, , (C (COLOR T. B, .I II V r r r- J ~l' PROV. "WEA LAYMENTA T ALON PROM. " R TE UNDER- u EDGE OF ALONG ENTIRE BOTTOM S I 12 EDGE OF Ri EDGE OF ROOF 2'-0" (TYPICAL) O B N 7.S~ .1 s _ L r~ r - - - - - - -rs ALL ROOF: ALL ROOF SECTIONS). 7. ~ TOP OF 2ND FL. C.J. - - -r' - - !Li 3±as z PROV 5/4" X 8" "AZEK" FRIEZE BD N I -L r 1: I. C J~ r HILL ALL NA COATS "BEf FILL ALL NAIL HOLES AND APPLY 2 v -i COATS "BENJAMIN-MOORE" PAINT W OR APP. EC OR APP. EQ. (TYP. BOTH SIDES) r 1 6- WHITE AL WHITE ALUMINUM GUTTER AND v1 w ~ rr i LEADERS. LEADERS. (TYPICAL ALL AREAS). ~T1 a w a 1 01-911 PROV. CON PROV. CONT. "AZEW BEAD BOARD ~I N fTOP OF SECOND FL WINDOWS - SOFFIT W SOFFIT W SCREENED 1" VENT. Q cn SPRAY RAF- PAINT. (TYP SPRAY RAFTERS ABOVE W/ BLACK P, PAINT. (TYPICAL ALL AREAS) . . PROVIDE EXPOSURE - NICHIHA SIEKRJA PRE I/ - f /I 4x71 l ° _ f OR APPRO% SIERRA PREMIUM SHAKES PLUS FLASH AS F OR APPROVED EQ. COLOR T.B.D. FLASH AS REQUIRED. 61_811 Ll t.~' d f/r L ~ , I 29'_511 _ PROV. 5L4 " ) 3D. W, PROV 8" "AZE" CORNER K BD. TRIM W/5/4" X "AZEK" BACK B AN D.I(fYP BAND. (TYP. ALL AREAS) J PROV. 5 4" ) PROV 5/4" X e" "AZEK" WINDOW TOP OF SECOND FL. TRIM W/T'° TRIM W/ 1" "AZEK" BACK BAND. _ I(TYP. ALL AI (TYP. ALL AREAS) F TRiEl _ PROV TRIPLE CONT "AZEK" _ t' 7y Y RAIOSEDBAP RAISED BAND: 1 - 8 1/2" W. PACKED OUT, 2 - 1 1/2" BANDS .ai °9111 MUM-1 STOP OF FIRST FL. WINDOW ABOVE & BE ABOVE & BELOW. FILL HOLES I LN it, &PAINT W/ & PAINT W/ BEN-MOORE FIN. (TYP. ALL AREAS) BEVELED & BEVELED 5" x 1 1/4" BLUESTONE 9 w It IrL r a x r 'y LEDGE. PR( FROM BEHI LEDGE. PROV. CONT. FLASHING V FROM BEHIND SIDING TO BTfM. % - Fid -3ri, `~B I FRONT ED6 FRONT EDGE OF BLUESTONE. IZ TOP OF FIRST FL. FIN. G ADE I.I~I IN, GRADE GRADE AWAY (TYP. ALL) Q O 3,_0„ 1 GRADE (VARIES) (TYP. ALL) - - - I . _ _ - - - - - - - - - - _ - II i II II i Lu J__I fL-ir rl__Ll 'COLORADI "COLORADO"-CULTURED STONE W Z fJ--~ L__L L---L-------------------------1__J L-J COLOR &S COLOR & STYLE T.B.D. (TYPICAL) w~ Z I I - NORTH ELEVATION li Q D I I w I I ill co o I I I I O IL I I L______________________ aL a F- L-_ - ------------J LL fr a Z w w 'TOP OF RIDGE - - - - - - - \ PROV. "LIFE PROV. "LIFETIME" "GAF" ASPHALT OOF SHINGLES (I YP. ALL AREAS) OVER ER SHIN 15 LE OVER 15 LB, FELT, (COLOR T.8,0.) PROV. "WEATHERWATCH" UNDER- 12 _ AYMENTA EDGE OF R LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-O" (TYPICAL) 7.5~ /.'vi'FW'i;?a.. ROOF. ALL ALL ROOF SECTIONS). L I\ f _ I I,1 PROV. 5/4" X 8" "AZEK" FRIEZE 8D. I y L 1-'IIF3I I°o"n?q~/..I ~°LJL/J COATS"BEI COATS BENJAMIN_MOORE" PAINT OR APP. EC OR APP. EQ. (TYP. BOTH SIDES) & WHI EAI 5" WHITE ALUMINUM GUTTER AND LEADERS.( LEADERS. (TYPICAL ALL AREAS). PROF. CO PROV. CO T "AZEK" BEAD BOARD 10-9 OP OF SECOND FL. WINDOWS - wmrx~o SOFFIT W ' SOFFIT W SCREENED 1" VENT. PAINT. SPRAY Isd AF PAINT. (l`/F SPRAY RAFTERS ABOVE W/ BLACK PAINT. MPICAL ALL AREAS) PROVIDE 5" EXPOSURE- NICHIHA ;l R VIDE ' SIERRA PRI SIERRA PREMIUM SHAKES PLUS ® - OR AP PRO` aj FLASH AS F OR APPROVED EQ. COLOR T.B.D. FLASH AS REQUIRED. 291_261 BID. T BD. TR1IM W _ROV USE- 4" PROV 5/4" X S" "AZEK" CORNER BD. TRIM W/ T' "AZEK" BACK I BAND. (TYP. ALL AREAS) _ I BAND. (fYF i II III lli _ _ _ Ellul _ ----L PROV. F 4"' PROV. 5/4" X 6" "AZEK" WINDOW rTOP OF SECOND FL. TRIM W/ 1" TRIM W/ 1" "AZEK. BACK BAND. Q 1 (TYP. ALLA (TYP. ALL AREAS) W RAISE TRI D PROV TRIPLE CONT "AZEK" N RAISED B. PACKED RAISED BAND: 1 - B 1/2" W. N PACKED OUT, 2 - 1 1/2" BANDS TOP OF FIRST FL. WINDOW ABOVE & ABOVE & BELOW. FILL HOLES & PAINT U & PAINT W/ BEN-MOORE FIN, H (TP. ALL AREAS) W lgol l' ;II m D 7 9' iJ Z W 0 O 7 g D O f>u 0>G_~ 0>~i O O W~ w It Q TOP OF FIRST FL FIN. RAD =G~TE > W W GRADEAWAY - 3,_0~~ (•rvP. ALL) DIE D Q 0 Q (DO (no T)L NiZ OnL (VARIES) I I I I I I I I I I I I I I I I I I I I I I I I li li I II O W BOLO AD D It In q I I T------ I-]--I T L--~ COLOR&° L I_ L-_J \ COLOR & STYLE T.B.DR(NPICOAL) N C 7 a SCALE: 1/4"=1'0" I I Q AA w OFFICE SET DWG. NAME: SOUTH ELEVATION or. II I I 3.30.11 BUILDING •Y' .n ELEVATIONS III ~ Ii aalV , I II ,lllau~ THESE ORAWINOS A9INSTRUMENT&OFSERVICE, DWG. NO.: IL---------------------------------------------___-- - - - r - - - - - - - - - - - - - - ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS. CHANGES. AND/OR MODIFICATIONS 1TF` \~T?T Jg1~i i~RV^ SHALL BE ALLOWED W/O WRITTEN AUTHORI2P.TIOr ///~~L ee~~ BY THE ARCHITECT. ANY REPRODUCTION IN PART ~ w ~ FC<d IC R)F`in OR WHOLE IS STRICTLY PROHIBITED BY IAW. ,Fy` NOTE' CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD W 5 CONDITIONS, CLIENT, AND OR GENERAL WC CONTRACTOR WHICH DIFFER FROM THE uu y CONSTRUCT DRAWINGS/SPECIFICATIONS. I~ z UU OWN Z o O D v zN y~y N W G ~ U ~ ~w W u 0 LU U Z LU Y 0 C 0 w LU z z 0 D W (n 0 0 of a J ~ LL PROV. "LI -ETIME" "GAF" ASPHALT p Q I \F" ASPHALT LL -(-TOP . RIDGE 12 ROOF SHINGLES (TYP. ALL AREAS P. ALL AREAS) W -r- OVER 15 LB. FELT, (COLOR T.B.D.' PROV. "WEATHERWATCH" UNDER( OLOR T.B.D.) ETCH" UNDER- z LAYM'ENT ALONG ENTIRE BOTTOK _ EDGE OF ROOF UP 2'1 (TYPICAL) z JTIRE BOTTOM ALL ROOF SECTIONS). 'O" (TYPICAL) PROV. 5 4" X e" "AZEK" FRIEZE BD. C" FRIEZE BD. w~ o b FILL ALL NAIL HOLES AND APPLY: AND APPLY 2 fL.IL - COATS "BENJAMIN-MOORE" PAINT OR APP. EQ. (TYP. BOTH SIDES) ADORE" PAINT 7TH SIDES) rTOP OF 2ND FL. C.J. 6" WHITE ALUMINUM GUTTER ANC (GUTTER AND LEADERS. EPIC ALL AREAS). ELL AREAS). ? T 101-911 20P OF SECOND FL. WINDOWS i / ti'tl in PV. CONT. "AZEK" BEAD BOARC BEAD BOARD SFFIT SCREENED T' VENT. SPRAY RAFTERS ABOVE W/ BLACN :D 1" VENT. JVE W/ BLACK I ii I fPAINT. (TYPICAL ALL AREAS) AREAS) PROV. TIMBERTECH "RADIANCE R~ "RADIANCE RAIL" 29 -2" 6i-8 _ SYSTEM OR ALL RAILI GS OVER ILI GS OVER 4" X 4" ACQ POSTS. CAULK ALL EXPOSED JOINTS. (TYP. ALL AREA )AULK ALL YP. ALL AREAS) TOP OF SECOND FL. PROV "IPE" IRONWOOD DECKING 9 b/4 " 6' W. (TYPICAL A DE KS). P DECKING Z.KS). O PROV. TRIPLE CONT. AZEK W "AZEK" 7 RAISED BAND 1 - 6 '1 2 S 2W. 0 _rTOP OF FIRST FL. WINDOW PACKED OUT, 2 1 ANDS ABOVE & BELOW. . FILL SANDS HOLES I/2" BANDS N L HOLES & PAINT W/ BEN-MOORS FIN. :)AE FIN. (l'YP, ALL AREAS) AS) W 9 PROVIDE " EXPOSURE UMS N C IS SIERRA PREMIUM SHAKES PLUS APPROVED EQ. COLOR T.B.D. IAKES PLUS .OLOR T.B.D. ~ Z I t FLASH FLASH AS REQUIRED. ~qt PROV. 12" DIA. "IONIC STYLE" 9 'STYLE" PAINTA. FIBERGLASS COL. - _ _ PAINT AS RED. (TVP. ALL AREAS) S COL. - - ~ 7 ALL AREAS) ,~LFLE~~/1~j'~c OZ C7Z ¢72 r TOP OF FIRST FL. I~ IP OVER gyp. i,~y6C N6))jl/t.'S/ O Gl O LIl O Gl q FI ADE tf-F - - - 1 1/2" THK. SLATE TOP OVER "ELDORADO" STONE 18" H. BASE. 1811 H. BASE. D~ A S D O(~YP ALWAY - -11 PROV. 5 4" X 8" "AZEK" CORNER BD. TRIM W 1" "AZEK" BACK W WQ WQ CORNER (VARIES) BAND. (TP. ALL AREAS) N Q 7 7 CK O NO N AS) O Ill (L JW MLL NLL I I I I I I I I I I I I I I I I I I I I I I i i I I I I I II I I I I I I I I I I I I I ~__LI__I I__IT--------------------- TL_.LT_TL.-LT____________JI I I I I I I I I I Ji - F ~1 - "COLORADO" - CULTURED STONE L--- I L__J COLOR&STYLE .D, (TYPICAL) RED STONE D e It L1--1---1--------------------- 1__-L-L-.____-----------J i t I I I i I RIP 2" X 10" ADD. F.J. 1 S" PER 1' I I SCALE: ~ I SLOPE W/ 3/411 ADD. VLYWU. OVER I I 1/4"=1'0" I II EAST ELEVATION 5/ NAIL SLEEPERS TO 4" X 4" A,C.Q. SLEEPER .[DO O T I I DO NOT NAIL SLEEPERS TO EPDM i t I I I I OFFICE SET DWG. NAME: _ I I I I I I I I I I I I I I 3.30.1 1 BUILDING I I I I I I I I I I i t ELEVATIONS I ` l L----------------------------------------------- _1---------------------------- J THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT NO DWG. NO.: REVISIONS, CHANGES, AND/OR MODIFICATIONS 'HALL BE ALLOWED W/O WRITTEN AUTHORIZATION ~L-- BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4.1 OR WHOLE 19 STRICTLY PROHIBITED BY LAW, =NTS CLIMATE AND GEOGRAPHIC DESIGN CRITERIIA NOTE: V CONTRACTOR TO NOTIFY THE ARCHITECT VV OF ANY AND ALL REVISIONS DUE TO FIELD W 5 GENERAL NOTES PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) CONDITIONS, CLIENT, AND OR GENERAL+ CONTRACTOR WHICH DIFFER FROM THE LJ y MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) CONSTRUCT. DRAWINGS/SPECIFICATIONS. ~z 1 FAMILY DETACHED DWELLING HEATING ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAI (METER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM" I WINTER ICE SHIELD FLOOD UV ZONE 1118 U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 8 DEPTH WAL S DEPTH WALL R-VALUE SNOW DESIGN DESIGN UNDERLAY. HAZARD HEATING DAYS = 5750 ONE 11 B LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH FROST LINE TERMITE DECAY TEMP. REQUIRED COINCIDENT WET-BULB TEMP. = 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 R-38 LOAD BEARING 0 " z VALUE OF MODERATE MAP#36103C166 G o SUMMER DESIGN DRY-BULB TEMP. = 83 EXPOSURE SOIL 3,000 PSF TO SLIGHTLY TO (ZONE 11B 0 WINTER DESIGN DRY-BULB TEMP. 6 45 PSF CATEGORY "B" "B" "SEVERE" 12" FOOTINGS HEAVY MODERATE i- 11° YES EFFECTIVE DATE: O ~ y GLAZING "U" FACTOR = 0.45 CLIMATE-SPECIFIC REQUIRED & PROPC ROPOSED 120 MPH USE-16" MAY 4TH 1998 z~ U CEILING "R" VALUE = 0.45 EXTERIOR WALL R VALUE = 0.45 PROPOSED MINIMUM NOTES: FLOOR "R" VALUE = 0.45 DESCRIPTION R-VALUE R-VALUE ONTOPOF FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS U a~ WALL TYPE 1 10 P.CONC. 9' H. R - 10 R -10 13 P.CONC). FNDN. WALL ON TOP OF OVER OUTSIDE AIR. TOTAL EXTERIOR WALL SO FT. = 5,548 SQ.FT. A CONT. FOOTING. L WITH 1/2 CDX PLY WD. INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR W U TOTAL WINDOW SQ.FT. = 607 SQ.PT. WALL TYPE 2 2"X6" W.D.STUD R - 21 R - 21 2" X 6" WOIOD STUD WALL WITH 1/2 CC L WITH 1/2" GYP. BD. DESCRIPTION R-VALUE U -FACTOR X AREA = UA DESCRIPTION DEPTH FACTOR R-FACTOR X PERIMETER = U'~' TOTAL DOOR GLASS AREA = 300 SO. FT. WALL TYPE 3 2"X4" W.D.STUD R-15 R-15 2" X 4" WOIOD STUD WALL WITH 1/2" G` IE ROOF SHINGLE. CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-O" R-10 0.56 2,084 SCQ.FT. 1,167 ry FENESTRATION AREA = 907 / 5,548 X 100 = 16.4 W WR ROOF TYPE 2" X 12" DOUG FIR R-38 R-38 AF TIMBERLINE LIFETIME ROOF SHIN a~ TOTAL 3Q.FT. AREA = 4,946 SQ. FT. FLOOR TYPE 1 3/4" X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8" TGI PRO. 550 F.J. ® 16" 550 F.J. ® 16" O.C. INTERIOR FLOOR R-38 0.31 2,450 SOFT. 760 CRAWL SPACE 2'-0" R-19 0.56 N/A CEILING TYPE 1 3/4" X 11 7/8" R- 21 N/R 1 3/4" X 11 7/8" TGI PRO. 550 F.J. @ 16" 550 F.J. @ 16" O.C. EXTERIOR WALLS R-21 0.31 5,548 SQ'.FT. 1,714 UNHEATED SLAB 4" R-4.5 N/A 2.377 SO.FT. N/A AP. FILL TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED "UA" 11,167 MINIMUM EQUIPMENT PERFORMANCE SLAB 4"P.CONC. R-9,2 R-9,z 4"P.CONC.S AB ON COMP. FILL W/W.W.M. 6 X 6 REINF. EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFMINIMUM ORMANCE WALLS, WINDOWS, AND DOORS DESIGN CRITERIA OIL-FIRED STEAM AND DOE 10 CFR , PART 430 NAILING SCHEDULE HOT WATER BOILERS SUBPART T 8 B, APPENDIX N AFUE BO%°'a' < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION INSULATION REF. TABLE R301.2(2) DESCRIPTION R-VALUE U - FACTOR X AREA UA CONNECTION FASTIENING SPACI SPACING AMERICAN FOREST AND PAPER ASSOCIATION (AF8PA) NO. COMIMON WALL R-21 Uo=0.14 4337 SOFT. 774 WOOD FRAME CONSTRUCTION PER RAFTER WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT 250 ZONE ROOF > 30°-40°X 1.53 OOF > 30°-40° X 1.53 WIND SPEED PER JOIST DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 1201 M/HR 2 CEILING JOIST TO TOP PLATE (F (fOE-NAILEAILED) 3 M B!tl PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END EACH END TOTAL AREA 5530 SQ,FT. W F NERAL FLOOR PLAN NOTES 1 RAFTER TO TOP PLATE (TLEDIO.C. 83d PER RAFTER ENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT EACH END U DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-1160 EACH END PER FOOT INTERIOR WALLS TO BE COVERED' WITH 1/2" GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1160 PER FOOT L CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). Z LS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-9 fiD JOINTS-EACF JOINTS-EACH SIDE DESIGN CRITERIA FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-160 24" O.C. 2411 O.C. REF. TABLE 1609.6.2.1 (1) W Y ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS 16" O.C. ALONG EDGES MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Sa Q o OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 1613 16" O.C. ALOI PER 2 X 4 STUD 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-116D PER 2 X 4 STI WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. EQ. WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD iD V G W I OR BLOCKING (FACE-NAILED) 2-1160 PER FOOT PERFOOT OVERHANG PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WIN DiWARD LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE ITERIOR I'I W Z ZONE rr GENERAL FRAMING NOTES 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-116D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-BD EACH END EACH END TRANSVERSE 30°<ANGLE < 45° 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 -13.0 W 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., ALL OTHER FRAMING MATERIAL TO BE rk2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (fOE-NAILED) 2-813 EACH END EACH END 120 23.7 ALLANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 -32.7 Z EACH BLOCK 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-116D EACH BLOCK TO BE PRESSURE TREATED. co o 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-116D EACH JOIST EACH JOIST S.F. OF AREA Q JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3--8D PER JOIST PER JOIST R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 81-0" O.C. 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4.1 & 1204.1 o FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. PER FOOT 5. FLOOR CONSTRUCTION: 3/4'T, & G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT MINIMUM MINIMUM PROPOSED SOFT. OF NET GLAZED OPENABLE ENABLE F MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD 23 DIAGONAL BOARD SHEATHING TO FLOOR JOISTS. USE PROPOSED SLOPE HTJ HT./ SLOPE HT,/ USE LITE/SO.Ff VENT/SO.FT. 9/6 REQUIRED FURRED HT. FURRED HT. AREA AREA % AREA REA% (C LL PER SUPPORT 6. ALL WINDOW AND DR. HDRS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE 1"X 6" OR 1"X 8" 2!-130 PER SUPPOF SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE 31-BD PER SUPPOF 1 ST. FLOOR 1 ST. FLOOR PER SUPPORT 15% a SPECIFIED. 1"X 10" OR WIDER KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 7'-6" N/R 10'-D° KITCHEN 70 SQ. FT. 141 SO. FT. 34% 62 SQ.FT. 15% 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D C(DOLERS 7" EDGE/ 10" 7" EDGE/ 10" FIELD DINING RM. 70 SQ.FT. 293 SQ.FT. 61-6" 7'-6" N/R 70'-O" DINING RM. 70 SQ.FT. 789 SQ.FT. 23% 176 SQ. FT. 21% 21% W S. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS GREAT RM. 70 SQ.FT. 542 SQ.FT. 6'-e" 7'-6" N/R 101 -O" GREAT RM. 70 SO.FT. 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 7/16" 6D 3" EDGE/ 6" F 3" EDGE/ 6" FIELD BATH #1 30 SQ.FT. 35 SQ.FT. 6'-e" 7'-6" N/R 10'-O" BATH #1 30 SQ. FT. 9 SQ. FT. 26% 4.5 SQ.FT. 13% Z~ 13% 3" EDGE/ 6" FIELD 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" E9p 3" EDGE/ 6" F LAUNDRY RM. 70 SQ.FT. 128 SOFT. 6'-e" 7'-6" N/R 10'-O" LAUNDRY RM. 70 SQ FT. 25 SO.FT. 20% 30 SQ.FT. 23.5% !3.5% _ 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D C(OOLERS 7" EDGE/ 10" 7" EDGE/ 10" FIELD FOYER N/R 121 SQ.FT. U-8" 7'-6" N/R 10'-O" FOYER N/R 17 SQ.FT. 14% 21 SQ.FT. 14% 14% BATH #2 30 SQ.FT. 37 SQ.FT. 5' 7'-6" N/R 10'-0" BATH #2 30 SOFT. 6 SO., FT. 16% 3 SO.FT. 8% 14% /3 CnIC~AI CI C\./D.TI~IfV f~I~lTFS2 30 DIAGONAL BOARD SHEATHING STORAGE N/R 36 SQ.FT. 6'-8" 71-6" N/R lo.-O.. STORAGE N/R 10 SQ..FT. 28% 5 SQ.FT. 14% LA LIVLI Y!'lL LLL PER SUPPORT 7.5% V X 8" OR 1" X 8° 22-8D PER SUPPOF BATH #3 30 SQ.FT. 68 SQ.Fi. 7'-6" N/R 10'-0" BATH #3 30 SQ.FT. 10 SQ.-Ff. 15% 5 SQ.FT. 7.5% 1 EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1"X 10" OR WIDER W-BD PER SUPPOF PER SUPPORT STUDY 50 SQ.Ff. 471 SQ.FT. 6'-8" 7'-6" N/R 10'-0" STUDY 50 SQ.FT. 130 SQ..FT. 28% 91 SQ.FT. 19% 19% BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS 2ND FLOOR 2ND, FLOOR 6" EDGE/ 12" FIELD 70 SO. FT. 107 SQ..Ff. 33% 73 SQ.FT. 23% 23% 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1"OR LESS 83D 6" EDGE/ 12" ROOF VENTS. M. BEDROOM 70 SQ.FT. 326 SQ.FT. 6'-8" T-e° N/R 9'-0" EDR 6" EDGE/ 6" FIELD 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GREATER THAN 1" 110D 6" EDGE/ 6" F BEDROOM #1 70 SOFT. 223 SQ.FT. 5' TN/R 9'-0° 70 SQ.FT. 33 SQ..FT. 15% 17 SQ.FT. 8% 8% 32 DIAGONAL BOARD SHEATHING BEDROOM #2 70 SQ.FT. 245 SO, FT. 6'-e" 7'-6" N/R g'-O" 70 SO. Fr. 33 SQ..FT. 14% 17 SQ. Ff. 7% 7% PER SUPPORT 12% GENERAL PLUMBING NOTES 1"X&OR1"X8" 2-9D PER SUPPOI M. BATH 30 SQ.FT. 172 SQ.FT. S. T-fi" N/R g'-O" 30 SQ.Ff. 40 SQ..FT 23% 20 SOFT. 12% PER SUPPORT 5% 1"X 10" OR WIDER 31-BD PER SUPPOI M. CLOSET 1 N/R 42 SOFT. 5' 7'-e" N/R g'-D" N/R 5 SQ:.FT, 12% 2 SQ.FT. 5% 6'-8" T-6.. N/R 9'-0" N/R 5 SQ:, Ff. t2% 2 SQ.FT. 5% 1 AT THE PANELEDGE. M. CLOSET 2 N/R 42 SO.Ff. 5% 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANE ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE IE MEMERS SHALL BE HALL/FOYER N/R 312 N/R N/R N/R 9'-O" N/R 45 SQ. FT. 14% 23 SQ. FT. 7% 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FIOR STRUCTURE MEMERS SF DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES{, 8% PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING SHALL BE USED TO MAINTAIN THE LOAD PATH. BATH #5 30 SQ.FT. 73 SQ.FT, 5' 7'-6" N/R BATH #5 30 SQ.FT. 15 SQi.FT. 16% 7 SQ,Ff. 8% ULATED NUMBER OF PER ALL APPUCABLE CODES. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMEBERS, THE TABULATED NUM NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. LINEN CLOSE N/R 22 SO. FT. 5' 7'-6" N/R g'-0" LINEN CLOS N/R 5 SQi. Ff. 23% 2 SQ.FT. 9% 9% O BATH #4 N/R 52 SQ.FT. 6'-8" 7'-6" N/R BATH #4 N/R 20 SO. FT. 36% 10 SQ. FT. 19% 19% W 7 GENERAL HVAC SYSTEM NOTES 22% N Ul GUEST BED. 70 SQ. FT. 287 SQ.FT. N/R N/R N/R 9'-O" GUEST BED 70 SQ. FT. 86 SQI,FT. 30% 62 SQ.Ff. 22% 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL REFER TO A.1 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. APPLICABLE CODES AND SAFETY REQUIREMENTS. 1 1/2" #8 WOOD SCREWS F- a W 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATAAND 12 12 16 0I^ REQUIREMENTS WITH THE EQUIPMENT SUPPLIER U-O" < PANEL 6'-0" < PANEL 2-0" < PANE?L 0 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING SPAN SPAN < 8'-O" SPAN < 6--0-1-- F- z z o & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT ALTERNATIVE FOR OPNG. PROTECTION SUPPLIER FOR FINAL REVIEW.AND APPROVAL. W J J 02 72 WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/18" AND MAXIMUM PANEL SPAN OF 8'-0" EMERGENCY ESCAPE/RESCUE OPENINGS SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND O W ? W C L1 SECT. R310 TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ` v~°a II a U) 0 U)0 C50 ! I It,w ~W ~W NW 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING ATTACHMENT HARDWARE PROVIDED. REQUIRED IN EVERY SLEEPING ROOM. (REFER TO SECTION 1609.1.4 AABO 1609.6.5 AND TABLE 1609.1.4) 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. TABLE 1609. 1 .4 (E~: +u '.ik 7 ~ ~ q 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 57 SQUARE FEET. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. FOR WOOD STRUCTRAL PANELS SCALE: 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. FASTENER TYPE PANEL SPAN 2'-O"< PANEL '-O" < PANEL '-CO" < :A NE WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. < 2'-0" SPAN < 4'-0" SPAN < 6'-0" SPlAN 8'-O" 1/4"= 1'0" 1 1/2" #6 WOOD SCREWS 16 16 12 9 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" FOFFICE SET DWG. NAME: (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 1 1/2" #e WOOD SCREWS 16 16 16 12 3.30.11 ENERGY 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH CALCULATIONS EXCEEDS 44 INCHES. 8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED THESE DRAWINGS AS INSTRUMENTS OF SERVICE, • IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. ARE THE SOLE PROPERTY OF THE ARCHRECT.NO DWG. NO.. PEVISIONS, CHANGER, ANO/OR MOOIFICATIONB SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, BY THE ARCHITECT. ANY REPRODUCTION IN PART-~ OR WHOLE IS STRICTLY PROHIBITED BY LAW TOOL OR EXCESSIVE FORCE. PROV~14" W " PRpv is^w^ p, PIeER a fT~ ICI FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE 3 RT ALL4L ('fYP. ALL COIL S R CT RA A MN 15 WALL w ('fYP. ALL COLUMNS L~ LATERAL AND SHEAR CONNECTION PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION REQUIREMENTS WALL WALL 2" WALL 1 ~nWz LL O ~ U TABLE 3.3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) 411 411 S U L 5 CONNECTION: NUMBER t36 112" ANCHOR BOLTS WALL WALL I O ] N OF STORIES: APACITY OF CONNECTION (LBS) FASTEST-MILE H) WINID SPEED 21'1 a (MPH) CLEARANCE a 661 291 681 10 120 358 ED q:1 []T 24" CLEARANCE 21 ~ 0 TOILET, BATH AND SILL PLATE TO RAFTER/ SHOWER SPACED ZB FOUNDATION 426 WALL HEIGHT MAXIMUM ANCHOR BOLT (CRAWL SPACE 2 CEILING JOIST ~ SPACING (IN.) IN FRONT OF OPNG. CLEARANCE TOILET, BATH AND SCALE: 1'=1/2" a OR BASEMENT) JA 493 SPACING (IN.) SHOWER SPACED z i422 120 PRESCRIPTIVE DESIGN CODES. 16 8 3 3 561 SCALE: 1'= 1/2" WALL U W 24 206 13 421 291 254 421 12 10 3 4 w m WALL BOTTOM 28 260 358 '100 BOX NAILS CAN BE SUBSTITUTED FOR PLATE TO BD COMMON NAILS. FOUNDATION 2 32 314 426 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO I I 0. (SLAB-ON-GRADE RAFTERS, THE SUM E NAILS 36 366 N , 493 JOF THE TOLL EQUAL THE RAFTER AND CEILING 3' VENT 3'VENT V ci 3" VENT 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. U = CONNECTOR UPLIFT LOAD. 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS L - CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN S - CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASITENED "ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. ' , i III FOUNDATION DESIGN PER SECTION 1.1.4. 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF SHOWER S1 SHOWER 10 PSF(2/3 X 15 PSF). 'TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO ~/III \ Iii BE MULTIPLIED BY 0 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (ROOF-TO-WALL WALL-TO-WALL, AND '112" tt2'J I ~ I I 1 I (WALLS SHEATHING WITH 7/16" STRUCT. SHEATHING ATTACHED WALL-TO-FOUNDATION)I 1rz^ II I n21~ t trz•vll I I I 1m" W/ 8O NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.3B ALT. TO TABLE 3.3 II I 119 SINK 9 91NK OF THE CONNECTION SHALL BE INCREASED. (AMERICAN FOREST B. SINK B. SINK K. 91N~ 6W 9 SINK WIC. & PAPER ASSOC.) 110 120 FRAMING SPACING ROOF SPAN NUMBER OF BD COMMON (IN.) (FT.) NAILS END OF 1-1/4" X 20 SECOND FLOOR W FASTEST MILE WINDSPEED (MPH) GAGE STRAP SECONDF 12 3 3 1 zi r C.O. z, z" z• C.OF zLa z• 94 - a" VENT C.O. 7 PRESCRIPTIVE DESIGN TABLE 3. (AMERICAN FOREST & PA ER ASSOCIATION 16 3 4 ' N Z 110 120 20 3 4 SHOWER W Y RAFTER/TRUSS ROOF SPAN L' S U L' S 16 24 4 5 SPACING (IN.) 28 q 5 REQUIRED CAPACITY OF CONNECTION (LBS) Q_0 32 5 6 12 341 284 200 427 339 280 t t2•, t to"~I t 12^, t tn'.N 1 trz•~ t trz'.~ f ,2. co W , 16 421 526 36 5 7 Bi 91N~ WA3 EA VTLd61NK 20 500 626 WIC. W z 16 24 580 726 W 28 860 826 U4 = CONNECTOR UPLIFT LOAD. Z 32 740 927 L4 - CONNECTOR LATERAL LOAD. FIRST FI FIRST FLOOR ,E. iLz" R (PERPENDICULAR TO THE WALL) C.O. °D 36 820 1027 S =CONNECTOR SHEAR LOAD. (PARALLEL TO ITHE WALL) 1 'TABULATED UPLIFT REQUIREMENTS ASSUME A\ ROOF 00 U' = CONNECTOR UPLIFT LOAD. CEILING. D.L. 10 P.S.F.), IL 12 CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IFt THE S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) CEILING ASSEMBLY IS 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF NOT CONNECTED TO THE ROOF ASSEMBLY, (213 X 15 PSF). THE TABULATED NUMBER OF ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. a J ~ BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT 'FOR WALL-TO-WALL AND WALL-TO-FOUNDATION LOCATED WITHIN 8 FEET OF BUILDING CORNERS. CONNECTIONS, THE TABULATED NUMBER OF INAILS V.. 0 ' TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. SHALL BE PERMITTED TO BE REDUCED BY WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO 1 NAIL AT EACH OF THE STRAP FOR EACH ~f a FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE FULL WALL ABOVE. 4„ TO a„ TO APPROVED ~Ll W REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. "TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR C.O, sAl SANITARY SYSTEM W r7 MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES 4- Cc SHALL BE PERMITTED TO BE MULTIPLIED BY O.BO. C 1/e" SLOPE PER T 1/B" SLOPE PER 1' C" TI C" TRAP SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PLUMBING RISER DIAGRAM N.T.S. PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2' ANCHOR BOLTS 5/8" ANCHOR BOLTS l FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 100 110 120 90 100 110 120 + ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 32 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6' 36 57 O W U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) N N S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR OIAPHRAMS (279 PLF). 2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. Lu W O 2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. 7 F Z Z 9 W KNO NC;y 0~ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS A~G^ @~,, FF Lu ¢ Or WQ RESISTING UPLIFT v4~3_ ,-1j NX Nir Nit ~II T iF~J T:~T N O N O N O 1 it. PRESCRIPTIVE DESIGN TABLE 3.26 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) w 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS ai a ~ m '9TH. X29 ~ a~.~p N v ~ a FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEEED (MPH) (MPH) SCALE: 1/4"=1'0" 90 100 110 120 90 100 110 120 OFFICE SET DWG.NAME: ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 3.30.11 1 PLUMBING CONNECTION SPACING (IN.) SPACING (IN.) RISER I DIAGRAM SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 _ THESE DRAWINGS AS INSTRUMENTS OF SERVICE. I C RAWL SPACE OR BASEMENT) DWG. NO.'. ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED W/D WRITTEN AUTHORIZATION BYTHE ARCHITECT. ANY REPRODUCTION IN PART-~ OR WHOLE IS STRICTLY PROHIBITED BY LAW, PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 32 ~ B-ON-GRADE) i L NOTE: NOTE, U )R SHALL NOTIFY THE AR QjRT Jy~TJq+'q §(y~iQHITECT GENERAL NOTES DOOR SCHEDULE ELE ELECTRICAL LEGEND WINDOW SCHEDULE CONTRACTOR SHALL N01 CHANGES TO THE CONST D THE CONSTRUCTION D ~ o CLIENT REQUESTS, AND C JESTS, AND OR GENERAL .I FROM THE 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, FIRST/ SECOND FL.- EXTERIOR DOORS - PELLA- "ARCHITECT SERIES' U.O.N. NOTE: ALL NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & ALL WINDOWS TO BE PELLA- "ARCHITECT SERIES". (INTERIOR ADJ. BLINDS) REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y. JB.F.U. FIRST FLOOR ENDURACLAD, CUSTOM GRILLE PATTERNS -REF. ELEV. STATE & LOCAL BUILDING CODES AND ORDINANCES. DOOR # WIDTH: HEIGHT: DOOR MAIL. OPERATION: LOCATION: REGULATII STO BEP IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE OB. r Y~ O 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL O 61-0" 6'-8" ALUM. CLAD/G SS LEFT FOYER THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL ROUGH ROUGH v ~j FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNE OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. PELLA REFERENCE # OPENING OPENING QUANTITY MISC. NOTES WIDTH HEIGHT INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES ACTIVE-PASSIVE 7281 W/ INT. BLINDS -COLOR T.B.D. W/ TRANSOM ABOVE OTHER EL OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. ALL SWITC DRAW I N C ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', OECORA" COLOR T.B.D. O 2-3553 (2-e" W. 2'-8 3/4" 4'-5 3/4" fi CASEMENT/EGRES WING LIST O ao~ 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 02 PAIR 2-6" e'-B" MASONITE DEL SWING FOYER CL. RECESSEL RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE, CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. ® 2 - 3514 (2-8" W. 0-83/4" T-2 3/4" 6 TRANSOM VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: COI DOWNLGHTS, VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. O 3-3553 (2-8"W, 21-83/4" 4'-53/4" 2 CASEMENT/EGRES A-N DRAWINI 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN 3O 3'-0.. 8'-8" METAL CORE RIGHT FOYER/GAR. DOWNLIGI DRAWING NOTES/PANEL PLAN O z ON THE DRAWINGS UNLESS OTHERWISE NOTED. 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" ® 3 - 3514 (2-8" W. 2'-83/4" T-2 3/4" 2 TRANSOM A-Q FO U N DA -OUNDATION PLAN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING DUPI AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, O 16'-0" B'-O" CUSTOM VINYL OATED METAL GARAGE DUPLEX ELECTRICAL RECEPTACLE -IRST FLOOR CONSTRUCTION PLAN r w BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO GARAGE DOOR - 1/2 HP MOTOR WITH TWO REMOTE CONTROLS (ODD DOU boo DOUBLE DUPLEX ELECTRICAL RECEPTACLE A-1 FIRST FL SECOND FLOOR A-1.1 FIRST FL TO ALL APPLICABLE CODES. sc DUPI Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE -IRST FLOOR DECK FRAMING PLAN 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS LEFT MEDIA ROOM $GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT © 2 - 3553 (2-8" W. 2'-8 3/4" 4'-5 3/4" 5 CASEMENT/EGRES A-2 SECONC ~F SECOND FL. CONSTRUCTION PLAN W m N RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL $~FGFI DUPI INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER ALLOW $3,500 ALLOWANCE. INSTALLED BY CONTRACTOR WFL, DUPI $FL, DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE O 3 - 3553 (2-8" W. 2'-8 3/4" 4'-5 3/4" 4 CASEMENT/EGRESS SECOND FL. DECK FRAMING PLAN THIS CONTRACT UNLESS OTHERWISE NOTED. © 21-6" 81-8" MASONITE LEFT BEDROOM #6 $ WALI $ WALL SWITCH O 3-3535 (2-8"W. 2'-83/4" 2'-113/4" 1 CASEMENT A-2.1 SECON C C THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES A-2.2 SECONC $S 3-WAY WALL SWITCH 4-WAY WALL SWITCH FO CUSTOM OPERA LE ROUN WINDOW 2 2'-e" DIA. A-2.3 ROOF FF SECOND FL. CEILING FRAMING PLAN o CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. $a 3-WA lOOF FRAMING PLAN I--I a BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. D RECI $DS RECESSED DOOR ACTIVATED SWITCH © 3 - 3541 (2-8" W. 2'-B 3/4" 3'-5 3/4" 1 CASEMENT 3OOF PLAN 8. ANY "EXTRAS" FOR ANY AND ALL FIELD CONDITIONS / SUBSTANTIAL O 2'-4" U-8" MASONITE POCKET DR. BEDROOM #6 $ s CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY ^JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ RECI m 0 RECESSED DOWNLIGHT(100W)"LIGHTOLIER"ORAPP. EQ. O 2-2323 1'-113/4" 1'-113/4" 4 CASEMENT A-2.4 ROOF PL OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. 0. EXTE EXTERIOR RECESSED DOWNLIGHT(1OOW)"LIGHTOLIER"OR APP. EQ. A-3 BUILDIN( 31-1ILDING SECTION 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL O 2-60-8- MASONITE LEFT BEDROOM #4 3UILDING ELEVATIONS PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 0e CEIL 01e CEILING MOUNTED JUNCTION BOX BASEMENT A-4 BUILDIN( 3U1 DING ELEVATIONS JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. MASONITE DBL. SWING BEDROOM #4 0. WALT ~D WALL MOUNTED JUNCTION BOX © PELLA BASEMENT AWNING INDOWS OR APP. EQ. A-4.1 BUI DIN( 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. OPAIR 2-6_-'__T_ i+l~a WALL MOUNTED DUAL SPOTLIGHT PROVIDE SCREENS FOR ALL OPERABLE WINDOWS. A-rJ PL B. RI 3L . B. RISER DIAL./NAILING SCHED. 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. NiJs W'AL =NE GY CALCULATIONS 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL 10 2'-6" MASONITE RIGHT BEDROOM #5 OF NEW of NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT A-6 ENE GY WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS WITF AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. NEW ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 11 6'-8" MASONITE RIGHT BEDROOM #5eF FAN, -'-EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT ORF OR APP. EQUAL. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. QT NEV QT NEW TELEPHONE RECEPTACLE 12 24" 6-8" MASONITE RIGHT CLOS. -4 NE" .4c NEW CABLE CABLE TV V RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) PLUMBING FIXTURE LIST: INTERIOF 'RIOR/EXTERIOR TRIM: W NOTE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. <ST NE" <ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) INTERIOR WlndsofONE CU ndsofONE CLASSIC COLONIAL U 13 3'-0" 61-B" ALUM. CLAD/G SS LEFT WET BAR *sc SMC Aso SMOKE/CARBON MONOXIDE DETECTOR; TO BE WIRED TO CENTRAL CONTROL BOX. TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA BASE MOLDING : WOBMOC NG : WOBM001 f PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION LEFT 3660 W/ INT. BLINDS - COLOR T.B.D. W/ TRANSOM ABOVE CON NEW DOORBELL SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U WINDOWSILL: (PICTURE F L: (PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. L CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE ®0a NEW DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY 14 3'-0" U-8" ALUM. CLAD/G SS RIGHT BATH ®oE SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G WINDOW & DOOR CASING )OOR CASING: WOBB001 , WOCS001 -DING: WOCM001 - VERIFY WITH OWNER Y WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) NOTE: ALL NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 CROWN MOLDING: WOCM PROVIDE CUSTOM SHOWER PANS VERIFY W/OWNER TRIM OF VNER TRIM ORDER PRIOR TO PURCHASE. FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. RIGHT 3680 W/ INT. BLINDS - COLOR T.B.D. W/ TRANSOM ABOVE NOTE. PROV. ALL NECESSARY PLUMBING VENTS ALL INTERIOR TRIM TO BE SHOWER BODIES BY "KOHLER" OTHERWISE NOTED. F TRIM TO BE PRIMED AND PAINTED WHITE UNLESS NOTED. 00 15 21-4" 6'-8" MASONITE LEFT BATH NOT PRO PROVIDE 400 A. ELECTRICAL PANEL W/ AUTO DISCONNECT PROVIDE TOILET SEATS "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. FOR FOR USE WITH GENERATOR. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE EXTERIOR AZEK TRIM BOAI !EKTRIMBOARD ` GLASS SHOWER DOORS BY OTHERS WINDOW & DOOR TIM: PIC )OOR TIM: PICTURE FRAME - 5/4" X S' AZEK Lf CONSTRUCTION LEGEND ® 2'-4" 61-8" TEMP. GLASS LEFT BATH NOT NOTE: KITCHEN FIXTURE LIST: CORNER BOARD TRIM: SL ARD TRIM: 5/4" X 8" AZEK ' ( I Z ,RD: 5/4" X 8' AZEK W SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/ SAT. NICKEL HINGES. PRO PROVIDE ALLOWANCE FOR A 10 KW GENERATOR - LOCATION T.B.D. FREEZE BOARD: 5/4" X 8" F THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: KITCHEN SINK: UNDERTONE - K-3183 FASCIA TRIM: 5/4" X 8" V.I.F : 5/4" X 8" V.I.F. AZEK FIRST FLOOR THE ® NEW EXTERIOR PARTITION - 2" X 6" WOOD STUD WALL W/ 1/2" COX METAL CORE RIGHT FOYER/GAR. BOIL BOILER, HOT WATER HTR., REFRIG., KITCHEN ON. LTS. & FOYER LT. FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 SOFFIT MATERIAL: 1/2" X 5 =RIAL: 1/2" X 5 1/2" AZEK SEADBOARD 5 iR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE LI PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. ALL EXTERIOR TRIM TO BE WITH OWNER PRIOR TO PI R PRIOR TO PURCHASE. Z SECOND FLOOR NEW EXTERIOR PARTITION - 2" X B' WOOD STUD WALL W/ 1/2" COX PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED). ®1 3'-0" METAL CORE RIGHT BASEMENT PANEL LEGEND W cl) PROVIDE 6" EXPOSURE - NICHIHA (FIRST & SECOND FLOORS) PILL SE5RA PREMIUM SHAKES PLUS 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" OR APPROVED EQ. COLOR T.B.D. m®m "A" PLUMBING LEGENO (REFER TO TABLE 1609.1.4) " A 0 O O FLASH AS REQUIRED. ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. PANEL SIZE o 0 PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS REF. TYPE AND # OF SCREWS QTY. 0 17 2'-4" 6'-e" MASONITE LEFT BATH 0 P PRO INDI WIDTH HEIGHT P INDICATED CONSTRUCTION PLANS. FOLLOW ALL NECESSARY m O m 4 m m 4 ~ 5 ® NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/ 1/2" CDX "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. N,Y.I N,Y.S. AND LOCAL PLUMBING CODES.THAT APPLY TO WORK TO BE #8 SCREWS @ 12" O.C. (2) 4`011 X 6-211 INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. CON INTERIOR TRIM ~3~ 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" ® 2'-4" 6'-8" TEMP. GLASS LEFT BATH WIN' COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR "A" HORIZONTAL-6 VERTICAL-18 U-5" X 6-2" 1 m WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES, m O a ON ALL DOORS/ WINDOWS ALL ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING „B, #8 SCREWS p 12" O.C. (2) 41-0" X 61-0" 3 ° L 0 6" SQUARE POPLAR BASE W/OGEE "ROUTE". SHOWER DOE7R/ENCLOSURE "FRAMELESS GLASS" W/ SAT. NICKELL HINGES. INSI ALL WINDOWS W/ BOTTOM SILL, U.O.N. INSULATION(TYP. ALL AREAS) HORIZONTAL-5 VERTICAL-19 O'-6"X6'-O" m a I PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL 18 2'-6" 6'-8" MASONITE LEFT BEDROOM #2 0 PRC 41 \ m 41 Z BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL AREA RECEIVING TILE, INCLUDING FLOORS. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OIR APP. EQ. HS 0 PROVIDE FROST FREE HOSE BIBS. #8 SCREWS @ 12" O.C. HS m HORIZONTAL - 3 VERTICAL - 12 3-4 X 7-2 3 H SHC OS SHOWER HEAD (FROST FREE SHOWER BODY) #8 SCREWS @ 12" O.C. m INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME 19 21-4" &-8" MASONITE POCKET DR. BEDRRDOM #2 GAS GAS LINE FOR: BBQ, DRYER & OVEN: GAS TANK LOCATION AS NOTED D HORIZONTAL- 12 VERTICAL- 12 (2) 3'-O" X 6'-4" 6 m _ QTY- 1 QTY- 3 &TNO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OIR APP. EQ. 03 ON: ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE DRR ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR #8 SCREWS @ 12" O.C. OTY- 1 DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. E HORIZONTAL- 12 VERTICAL- 10 (2) 31-0" X 51-6 2 (2) 4'-O" X 6'-2" 41-0" X 81-2.. 5 (2) 4'-0^ X 5-0" mg„ ADDITIVE. p ©0 2'45" 6'-8" MASONITE LEFT BEDRROOM #1 0'-5" X 6'_2„ 0'-5" X 5-2" 0'-5" X 5'-0" ~r ® HARDWOOD FLOORING - #1 RED OAK 3W.,15LB. FELT UNDERLAY. ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND "F" #e SCREWS - 12" O.C. (2) 4'-0" X 6'-4" HORIZONTAL - 14 VERTICAL - 12 01-6" X 6-4" 11 FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OIR APP. EQ. ALL SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED. ATT ATTENUATING INSULATION. (TYP. ALL) ~/11_il ll~ 131_411 ~61_011~ L L SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED (TILE AREAS). 2'-4" 6'-e" MASONITE POCKET DR. BEDROOM #1 „G„ #8 SCREWS @ 12" O.C. X 5--l 1 2 - - 10 VERTICAL - 6 ".IPI n-WFN CAMRRInGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. -A-1- rri cv, vrr cral vc nF cIYT IN(`I I IfIIN(: THE Fnl I (1WNa. HORIZONTAL f~~ e e m, m m m SINE ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. 21-4" MASONITE RIGHT M. BnATH YY SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT. & SHOWER CONTROLS. „H„ #8 SCREWS @ 12" O.C. 3'-O" X 3'-4" 2 I FIXT FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES HORIZONTAL - 10 VERTICAL -a v 13 "C" 13 "C" • 0 0 "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OIR APP. EQ. OF I ® ALL OF FIXTURES SELECTED. ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. v UNLESS OTHERWISE SPECIFIED BY OWNER ° T 211 INSULATION NOTES TEMP. GLASS RIGHT M. BATH UNL SHOWER DO DOOR/ENCLOSURE "FRAMELESS GLASS" W/ SAT. NICKEL HINGES. /~/X` • 7 0 PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD 23 PAIR 2'-4" 618" MASONITE POCKET DR. ALL UNDER ALL NEW CONSTRUCTION. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OIR APP. EQ. • v QTY- 2 TwQsoIam NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY ©4 PAIR 2'-4" -8" MASONITE POCKET DR. HALL INSULATION BY'CERTAINTEED OR APPROVED EQUAL. QTY- 3 QTY- 3 QTY- 4 t~M "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 3,_y„ X T_2„ 3,-4'- X 7,-2„ 6'-0" X 6'-4„ NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQUAL, ©5 31-O" 61-8" MASONITE RIGHT UTILITY CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BATT INSULATION "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES • e • m e o • o • m m • 1 ©6 61-0" e'-&, ALUM. CLAD/G SS LEFT DINING ACTIVE-PASSIVE 7281 W/ INT. BLINDS - COLOR T.B.O. O 8'-8" ALUM. CLAD/G SS LEFT GREAT ROOM W O I,FII / 61_411 m U) 5'-6" !ff. m TILE LEGEND ACTIVE-PASSIVE 7281 W/ INT. BLINDS -COLOR T.B.D. m ~ ALL INTERIOR DOORS TO BE "JELD-WEN CAMBRIDGE SERIES" SOUID D o \ / w ® 10" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE QTY- 2 QTY- z 9 m .l. . m p BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT PARTICLEBOARD CORE- COMBINATION WOOD/MDF 1-3/8" G.C. TO I PROVIDE (2) &-0" X 5'-8„ 13'-0„ X 6'-6„ QTY- 6 w.dTMw•am 0 BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDW/ARE ALL QTY- 5 W`.% z NON PELLA SHALL BE SCHLAGE HEAVY DUTY SATIN NICKEL (2) 4'-0-, X 6-4„ W O 0'-6" X 6'-4" ] ®2 6" X 6" CERAMIC TILE - "AMERICAN CLEAN" TILE OR APP. EQUAL. TILE OR APP. EQ. PROVIDE SCREENS FOR ALL EXTERIOR DOORS BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT I~ o o a 3 obi obi o~ BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. T w¢ w¢ wp ° . II / U)¢ [n¢ U¢ C NQ w mC ® 6" X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE AC/HEATING NOTES BORDER W/20" TILE ON A 45°TO BE INSTALLED OVER 1/2" CEMENT I m J Y o BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF i I i 7 r ADDITIVE MIXED IN. PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: I e m . . N a h ~ - QTY- a QTY- 4 QTY- 4 N a a e ® 6" X 6" CERAMIC TILE - "AMERICAN OLEAW TILE OR APP. EQUAL. TILE ONE "RHEEM OR APP. EQ." GAS FIRED BOILER WITH DIRECT VENT BORDER W/20" TILE ON A 45° TO BE INSTALLED OVER 1/2" CEMENT (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. 3'-4" X 5,_11„ 3'-4" X 5'-11" 31-O" X 3'-4" SCALE: BOARD, U,O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF PROV. 8" DIA. "ZERO CLEARANCE" FLUE AS NOTED ADDITIVE MIXED IN. TWO VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE NOTED. I N'~U df~ ~L ,a9QT OFFICE SET DWG. NAME: ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND OPNE _ 276 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANOLERES UNLESS I1 / 7 DRAWING 3.30.1 1 NOTES n OTHERWISE NOTED. TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSOR33 UNLESS OTHERWISE NOTED. CEILING/ FLOOR OUTLETS AS PER ENGINEERING ' 1. "J c`-_-- THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO,; SPECIFICATIONS, ONE RETURN ON SECOND & FIRST FLOORS, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. 1 ARE THE SOLE PROPERTY OF THE ARCHITECT. NO R NORTH ELEVATION SHALL BE ALLOWED EVISIONS, CHANGES, AND/OR MODIFICATIONS WRITT /~'V` ~,~1 ORTHEAR HITECT ANY REPR~DUOTTION NPARTN r`/F OR WHOLE IS STRICTLY PROHIBITED BY LAW. ,I~` ' \q• _J