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HomeMy WebLinkAbout38291-Z SgfFOL/( Town of Southold Annex 1/30/2014 P.O.Box 1179 C 54375 Main Road Southold,New York 11971 4,1 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/Block/Lot: 33.4-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed 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 CEMS&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 Ile l� \ Autho SigKature �suFFoc� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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 4/11/2011 and approved by the Building Inspector. To expire on 2/28/2015. Fees: PERMIT RENEWAL $1,429.40 Total: $1,429.40 Buildin, Inspector o���FFQI�-gyp TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • 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, Greenport, NY 11944 SCTM #473889 Sec/Block/Lot#33.-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 Build!Kg inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building.Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 .3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 11 6' d .D /�Ur'� House No. Street Hamlet Owner or Owners of Property: / Suffolk County Tax Map No .1000,Section '33 . Block Lot. Subdivision Filed Map. Lot: Permit No. 3 Jyj Date of Permit. ��2 �/ Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) <:Fee Submitted:$ , 3 Applicant Signature SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G'`c► • �o roger.richert(a)town.southold.ny.us Southold,New York 11971-0959 0 �yc4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chris Triantafillou 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 Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a underground service only Notes: Inspector Signature: Date: Aug 15 2011 81-Cert Electrical Compliance Form pF SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 - roger.riche rt0-)town.southo Id.ny.us Southold,NY 11971-0959 C0UNTY,�c� 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 P471 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 18 ft multi outlet strip, 3-exhaust fans, 8-paddle fans 7-ARC fault circuit breakers,2-GFCI circuit breakers,11-cobbination smoke/co detectors Notes: Inspector Signature: Date: Dec 30 2013 81-Cert Electrical Compliance Form.xis Town Hill Annex Te1ephone.(631)765-1802 54375 Main Road INC coat{63 t)765•9502 MO.Box 1179: G Southold.New-Yorkt197i:,o9s9. Qu BUII..DING"bEPARTMENT TOWN-Or' SOUTHOLD Date:, Q {� Building1�d1'tT 11;.No: J...,. �O!S bvFJ D Y P—J V j- owner G 1's'O'T X17 1 LL D Q (Please print) _ ... Plun*er: Co,o S (l'lcase pnnt) I certify+tha the solder used in the water supply systeln,c ontains less.than 2Jl'Q of 7%a lead. (—P-bmbt Signature Sworn to before we this d day of�Q: .� zo 13 Notary. Ppolic, Q)ju_ _County FLORA MANOLOUDAS Notary Public, State a0eof New York Qualified In Queens County Commission Expires December 24,20 OF SOUTyo<o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [X FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r s i s g R c DATE _ �! ( I INSPECTOR 362 7 g 6 �7 of SO(/l�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: AJ-0 lei DATE / INSPECTOR t Of SOUIyo • yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF - NDA 2ND [ ] INSULATION [ FRAM G/ RAPPING ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , .[ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ' OF SOUlyolo 3 G3 ` cout 'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � �- �- [ DATE INSPECTOR pE SO(/r�,o� TOWN OF SOUTHOLD BUILDING-DEP . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR OF SOUlyo�o • ao cOUN(`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIR TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ _] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L DATE INSPECTOR ✓� r OF SO(/r�o� �o • o �OUMY,N TOW F SOUTHOLD BUILDING DEP . 765-1802 1 [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: la � DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 117 1 DATE �� �� INSPECTOR 3 Of SOUI�o o�yCOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION =F [ ] FRAMING /STRAPPING [Vr FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. 3 lb 4 DATE . . 11, SPECTOR - �� �! O H O cOUNi'10 TOWN OF SO THOLD B DING DEPT. 765-1802 IN ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] "INS f N [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A�L DATE /,,?,, INSPECTOR SO(/l�olo coum,Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) .ELECTRICAL (FINAL) REMARKS: DATE . INSPECTOR 1 • r 'I it /'fi' :��! ,� J� 6 i�.L /��-r� • 1 .' VIA ue- .�Vs' R pig STATE ENERGY CbDF,. WIN 7. r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you 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 rf Survey www.northfork.net/Southold/ PERMIT NO. (( Check Septic Form N.Y.S.D.E.C. i Trustees Examined , -L-0 ,20 1 Contact: Approved j— �,201� Mail to: -Di-�� Phone: Expiation ( r 0 ,20 vZ Building Inspector �tl � 1 2011 APPLICATION FOR BUILDING PERMIT All IDate �QC. `ll 1201 BLDG. DEPT. INSTRUCTIONS TOVVN OF SF U I a. a completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 1 N13 (Signature of applicant or name,if a corporation) Q oY. 3 8S ujzj'J %V (Mailing address of app icant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 9Q--�4-)- l &le,c Name of owner of remises ��� tL 10✓ (As on the tax roll or latest deed) If applicant' on signature autho 'zed off cerl t /1 (Name and title of corporate officer) Builders License No. Plumbers License No. 3 Electricians License No. Other Trade's License No. 1. Location of land on which�proposed work will be done: House Number Street f Hamlet County Tax Map No. 1000 Section 3 Block Lot Subdivision Filed Map No. 4 a.X'J Lot (Name) V . - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy lVc v S%ev% Ft!n� ��M 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost y 00 o0 o Fee (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 J,9 L:s I Number of Stories 9. Size of lot:Front q 1•`�S✓ Rear `3a o G Depth 0 3-(00� 10.Date of Purchaseidbcy�!?i a o M- Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES XNO_Will excess fill be removed from premises?YES_NO� �� 14,11 Address 14i 4„ W� Grp Phone No. ��� ��� f?d q 14.Names of Owner of pre isesC Name of Architect ( W Ok hr 0 Address 3 r} at`,,ft LAJMlione No 1 q Name of Contractor lx)S t�n'Z yr(nn Address Vo boX Sq Phone No. 6%t— )9-SSoa 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NCY *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BEXQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO �/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF lJLLL(11(IL 2U`IllGtJ being duly swom,deposes and says that(s)he is the applicant (N e of i divi u signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of L 20 4 -/1 -/,17 Notary P lic Si ature of Applicant LINDA J COOPER NOTARY PUBLIC,State of New York NO.01004822563,Suffolk County Term Expires December 31,2014 ��,of sot jy 614 , 1®� Town Hall Annex if Telephone(631)765-1802 54375 Main Road N ax(631)765 g5Q2 P.O.Box 1179 G Q roaerAchertCd OWn.SOUtt101d.nV Us Southold,NY 11971-0959 DUIVT`I, 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) *Name: C, f C 4 /� f J✓ *Address: r � *Cross Street: J , 0-A U Phone No.: r Cl Permit No.: 36 3`� Tax-Map District: 1000 _ Section- Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: OE / NO u h In Final *Do-you need a Temp Certificate: YES / (.0 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) 765-95.02 P.O. Box 1179 roger.richert(&town.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 ]OBSITE INFORMATION. NAME: CHRIS TRIANTAFILLOU ADDRESS: 695 SOUND DRIVE -CROSS STREET: GREENPORT NY 11935 PHONE NUMBER: PERMIT-NUMBER: 36379 TAX MAP DISTRICT: Section: J'_b Block: Lot.- 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 1phase 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 .�uFFOt,t Southold Town Building Department �o,,p cDG P.O.Box 1179 Permit#: 36379 54375 Main Road o _ Southold,New York 11971 Permit Date: 5/12/2011 4,f fat (631)765-1802 Expiration Date: 11/10/2012 1 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 �f 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. SOl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l� �Q coulm i 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: ol Application for Certificate of Occupancy. (Enclosed) 6V Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38291 — New Dwelling BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: � I Date Reviewed: �� 1 Applicant: JV t Z Owner: Cf' , Lam. rchitec {-ngivre�r:' �i^! /'� �� Estimated Cost: fl SCTM# 1000— Subdivision: 1''/ ktoa I, '��Zone: �' � Conforming? '4fo q �Property Address: �' / � City: Pre COs? �V0 IBuilding Permits (Open/Expired): BP —=Z/Go z- --- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single & Separate S p rc ir Requed. Y r N Determination: '® REQ. Lot Size: `(_a ACT. Lot Size: r/)-5o REQ. Lot Cov. Fn ACT: Lot Cov. REQ. Front 3.5-ACT. Front 31;7/ REQ Side /0 ACT. Side Tx? 6f REQ. Rear 3 s PROP. Rear -3 REQ. Height.351 ACT Height �9,5 iZ�a, B �SIpD�S a`'s cT� d Projec escri tion. ' - �- . Waterfront? Y o N? ' If yes, water body: x �i n6f Panel# '— Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED �� ►- ��f'�� 3` /° Suffolk County Health.00 Y or N - If yes, *Bed#: *Date: 11 /3 d0*Permit#: 0_10-047 Town Septic: Y r 14 - If no, certification required: Y or N Received: Y or N By: Date: / / Permit#: or NJ Letter- Notes: NYS DEC: PRE-DEC 9/1/75 Y OIg- Southold Trustees: Y ofo- Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y oa Date: / / Permit#: -Notes: Southold Planning: Y oG Date: / / Permit#: -Notes: Town La dmar C of TE: / / *NYS CODE Compliance (page 2): Y o N , No ° 0 ` i Fee Structure: Calculation: / l �//� Foundation: 14 7,3 SF to '�LT7 T� _$°2(o�g� �o First Floor: 3 a SF + Initial Fee: $ 0 0 r 6 0 Second Floor: g- 9-0 SF +Additional Fee Other: SF SF X $ =$ I Total: Lt 7 SF +Initial Fee: $ O 0+ Additional Fee : $ � TOTAL: $ �g �71FO NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/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: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN_CRITERIA: ENGINEERED/PRESCRIPTIVE A ;,.. : , FULL FRAMING•D ES IGN ELEMENTS: YIN HEADERS: YIN WALL STUDS:YIN GIRDERS: YIN C CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: YIN` LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS ON TOTAL COMPLIENCE 3 (RETURN TO PAGE ONE) STG Associates A Division of Fidelity National Title Insurance Company APR 2 6 2011 ESTIMATED A lication Date:April 12,2011 Report Date:Aril 26,2011 •;..r .:ki i -' *)t' i37'ir �aa�� -/11tt//-'v'� ��4.� a r- r �r .'�-�y `��•r,t}`�✓t�tt�ri,� � iO e° EVANGELOS MIHOS,ESQ. 1010 NORTHERN BOULEVARD-SUITE 212 GREAT NECK,NY 11021 Phone'(516}472-0888 Fax.(516)472-0887 -Email:K.KOUSIARIS@MIHOSLAW-COM Sales Re ...y ... KKK - e e r i A'T'TO1Z1!QE .,;-err•;.•. 1 :="•���'r- ii. ,y� f $ '' tyrC��R rrr F.'+.. ,; - CHRIS TRIANTAFILLOU&ANNA TRIANTAFILLOU s t g L O`�?VNER,sAI!OR7Y Exam/Search $ 450.00 Sales Tax(Estimated)8.875% $ 3994 t-7i '5�� r;r .Srs `iiry'.EFrutti�€ Sub-Total $ 489.94 695 SOUND DRIVE,Greenport,NY County of Suffolk Municipality of Greenport Filed Map: No.: Phase/Block- Unit/Lot: Dist: 1000 Sect:033.00 Block:04.00 Lot:031.000 >< <. SPECTAxII!TSRT7O a�< G, V .... zf3i'C& r / � .' ... Ni,..,J +,2e....—,. �:- � r�,yF ..�w..r. i:M1e.rr•.}.. .y r N?y1LV� J;1t . . `. GIs �'..��..,�. ;�.,.,tt �.r�, SINGLE&SEPARATE SEARCH FROM JANUARY, 1997 TO Sub Total $ 0.00 DATE —REQUIRES$25,000.00 LIABILITY -COST ESTIMATED UNTIL RECEIPT OF ABSTRACT 1010 Northern Blvd.Suite 336,Great Neck,NY 11021 Phone(516)488-8811 Fax(516)488-8611 c 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 TRLkNTAFILLOU 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 L (516)488-8811 (212)447-0098 Is STGAssociates (718)256-2447 (800)479-0371 1010 Northern Blvd Suite 3369 Great Neck,NY 11021 (631)576-8390 Pax: (516)488-8611 A Division of Fax: (631)576-8391 Fidelity National Title Insurance Company WWW.STGASSOC.COM Title No.11-7407-510348SUFF 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 ' elity National Title Herb Fischer Title Officer Variance (Rev 11/99)(Variance) Title No. 11-7407-510348SUFF SCI4EDULE"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 Triantaffilou,his wife (Last Record Owner) Variance (Rev i 1/99)(Variance) I 1111111 I IIII IIUI IIIII Illli IIIII IIIII�IIII IIIII illl III i Iffiii flfll llfff Ilfi Iffi SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 02/28/2011 Number of Pages: 4 At: 11:56:23 AM ' Receipt Number : 11-0022385 TRANSFER TAX NUNBER: 10-15347 LIBER: D00012652 PAGE: 472 District: Section: Block: Lot: 1000 033.00 04.00 031.000 EXMUNED 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 $3,225.00 TRANSFER TAX NUMBER: 10-15347 THIS PAGE IS A PART OF THE INSTRUMENT ! THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 • • RECORDED Number of pages 2011 Feb 28 11:56:23 AN JUDITH P. PR5CALS CLERK OF This document will be public SUFFOLK COUTAW record: Please remove all ' DP412M P 472 Social Security Plumbers DTti 10-15347 prior to recording. Deed I Mortgage Instttrrrrrnt Deed!Mortgage Tax Stamp Recording/Filing Stamps 3 Mortgage Amt. Page 1 Filing Fee L Basic Tax Handling aa. 00 2-Additional Tax Sub Total SpecJAssit. Notation -- or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG•TAX Dual Town Dual Comty R.P.T.S.A. Held for Appointment_.�., Comm of Ed. 5. 00 Trtursfer Tax -�oo =-- • + Mansion Tax Affidavit _ 04f� The property covered by this mortgage is Certified Copy or will be,improved by a one or two NYS Surcharge 15. OD famrly dwelling only. Sub Total• • yES or NO Other Gland Total C/ J, / m if NO,see appropriate tax clause on 1 Page:9 of this tnsTI 4 t 11003834 :.000 03300 0400 031000 _ 4 Dist,lot )DU 5 Comrnunfty PraetuvQtlon Fnnd 7 Rea]property R R Consideration Amount$�I Tax Service 18 FEB 1 t Agenry CPF Tax Due S m y Verification _ — ----... _-__. —-- --- - Improved 6 Satisfactions!Discharges/Releases List Property Owners Mailing Address f RECORD&RETURN TO: Vacant Land TD TD TD Mail to:Judith A.Pascal%Suffolk County Clerk 7 Title Comptue�• Information 310 Center Drive,Riverhead,NY 11901 Co.Name S-/7,' a.ly+cs www suffolkcountyrty govlclerk Title 11 >; "Suffolk Coup Recording & Endorsement-Page This page,forms part of the attached made by: - t f (SPECIFY TYPE OF 1NSTKUMENTI 4-Ale�c twoi,..x.(:1&_S The premises herein is situated in SUFFOLK COUNTY NEWYORK TO In the TOWN of J b✓1" � CAA 1 r i- AAA,T!;-r. r.�r e�- -- In the VILLAGE - or HAMLET of BOXES 6 THRU R MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORbING OR FILING. t $ARG�kIN AND SALE DEED of THIS INDENTURE,made as of . ' 2010,among JOHN CORCODILOS and ARECE CORCODIIAS,having an address at 800 S.Gulfview Blvd.#901, Clearwater.FL,33767,(hereinafter referred to as"Grantoel,CHRIS TRIANTAFILLOU 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/do hereby grant and release unto Grantee,and his/her/their heirs,executors,administrators,successors and assigns forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected,situate,lying and being in SUFFOLK, State of Netiv York,being more particularly described in"EXHIBIT A"attached hereto and made a pan hereof, D tot7b S 5.1 BEING and intended to be the same premises known as: g 695 Sound Drive 31 Greenport,NY 11944 SCTM# 000 Being the same premises conveyed to Grantor by deed recorded on January 20,1969 in Liber.6492,Page:374; TOGETHER with all right,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 Gtantor,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/slWthey 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 bas/have duly executed this deed on the date first ove written. 1:S5 a3ohn Corcoditos Arne Corcodil s STATE OF FLORIDA,COUNTY OF ss. On as of�1 a e1Ew dot' It __>2010,before me,the undersigned,personally appeared John Corcodilos and Arete Corcodilos,personally known to me or proved to me on thebasis 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,or the person upon behalf of which the individual acted,executed the instrument.;and that such individual made such appearance bafore the undgmigned in It County. Zy ,utwr�s � • �� ntrt�as&�or+roDrsttso " > rxrre:-ss �,xosz - m,mn.on.�netue�.nM S+f.•te�t=t.or��a >�gel\a•S(ta"�--� t NO.10-7407-508451-SM �. SCHEDULE A-I(Description) I ALL that certain plot,piece or parcel of land,sitnare lying and being near Grcenport VOW,Town of Southold,County of Sutfofk and State of New York,and described as Lot No.42 on a certain map entitled"Map of Eastern Shores at Greeupore,filed is the office of the Clerk of ib.z Cotmty of Suffolk an April 27,1964 as Map No.4021. J ME POLICY TO BELSSVED under this eommitmeauwitl insure the title to such baMmp and improveme nu an the premises which by law ca=dwe real propany. FOR CONYBYANCEV6 ONLY:Togzrhw with all the right,title and aaeren of the party of the fact pat ein mtd to the land lying in the seal to from of and adjoining said premtsess. SCHEDULEA-1(Dncipnam) r 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 cp 471 To Dated: 2/1/1969 Parthena Vassiliadis Recorded: 2/10/1969 2) Deed Parthena Vassiliadis Liber 12210 cp 326 To Dated: 9/16/2002 Ourania Vassiliadis Rauseo Recorded: 9/20/2002 (Last Record Owner) Variance (Rev 11199)(Variance) a fl{lilllll{Illfllllilllillllllllfllllllllllll�llllll - . . . fIIIIIIDiflillllfllfillf sumLx COUNTY CZR RECORDS O"ICE 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 LISER: D00012210 PAGE: 326 District: section.- Block: Lot: 1000 033.00 04.00 030.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 :.Received the Following Fees For Above Instrument Exempt Exempt Page/Filing----•-•- ._ $9.00 NO Handling $5.00 NO COE $5.00 NO NYS SURCHG $15.00 NO Ek-CTY $5.00 NO TA-STATE $25.00 NO TP-584 $5.00 NO Cart.Copies $4.00 NO RPT $30.00 NO -SCTM ' $0.00 NO Transfer tax so.do NO Comm.Pres $0.00 NO Fees Paid $103.00 TRANSFER TAX NUM6ER: 02-07712 THIS PAGE IS A PART OF THE INSTRMENT , . Edward P.Romaine County Clerk, Suffolk County 1 1 2 si£ca m Numlcr of pipet 2=r�Zp 03r gg;g3 PM TORRENS Edvard P.Rauaine aBW OF Serial# SUFFOLK COUNTY L D06DMID Crnificam# P 326 OTE M-07712 Friar Cif.(( Used/Mortgage Insmemcnt Deeei l Mortgage Tax Stamp` Res otdiag/ Sing Stamps 3 FEES Mortgage AmL —_ Page 1 Firing Eke t. Ba5ew Tax — FlartJiins __ 5 2 AJrinional Tax Sub Tival — SpeclA%it. Notation or EA-52 17 lCtwtity) y Sub Total�_, Spec./Add. EA-5217(State) TOT.VITO.TAX _ CA71 Dual Twit Dual County -- ILP;T-S"A• Mid forAppaintntcnt tit ' Comm.of Ed. S. (K) Transfer Tax AFfidavit • + Munsion Tax The property sneered by ibis mortgage is ' etFFi`eI opy-5 _ '7 — or will bx: imptoLvd by a one or tvto �y g COPY ramily dwelFing only. Sub Total !Z �r YES_ or NO Other 7`S T_.J. Grand[owl O3 If NO.we appropriate tux clause on .pas7 ` 7r# of tbi:instnttnen4 District section I Black Lo.1 5 C*mmtaaity Preservation Fund Real I Consideration Amotuit$ Pruperty i 02037028 1000 03300 0600 030000 Tar Service P T 5 CPF Tax Due S Agency t R CSE A Improved_. Verification — ) Vacant Land 6 SatisfactirucclUisr bsuLcslRelLaxcs Litt Property Owners Mailing Address � / h RECORD&RETURN TO: fp V TD OlJlb 40- Y- /`���4J TD _ f 7 Me Coro n Information AA-Tr i Pi r /I //Js'� Co.Name Title Iz Suffolk Coun Reeorcn & Endorsement Page Thizq page furnLt part of dm attached DaFQ m afe hy: W13CIFY TYPE Oil L1)STRUMENT) iL �� i G19vL;j The protases herein is situated in SUF FOLK COUNTY,NEWW YORIL TO `� In the Town hip air 'T7 0 UlLAi✓T„/— STi�A9tS (S( In the VII.I.AGE or HA.W.H i"air R-7- BOXES 6 niRU Fi MUST BE TYPED OR PRINTED IN BLACK INK ONI Y PRIOR TO RECORDING OR FILING. (Mer) cop 3 Batgata sad sak n=d,nirh coaar M.EA M CrxwceaAea OW BUNT$.0Utt tAWj U BSFoaC slGK 'rtus ttvSMWEM1T-Tills lK"'MUat%TSliolll.D as UMP BY uttTVtG 0INLY. . 'j'MS INDEN LUT, matte the kC 4'day of September -I'.Thottsuod Two BETWEEN pARTHLNA VASMIADIS,residing at 384 Foch Boulevard, Mineola,Nee York 11301 party oFft first part,and OURANIA VASSILIAIDIS RAUSEO,residing at 1205 Summit Drivc, Mattituck,New York 11952 party of ibe second part, WI'TNM I'H,that the party of the first part,in consideration often dollars and other valuable consideration paid by the party of the second part,dens bmvSy grant and release unto the party of the second prat,111c hears or successors and assigns of the patty of the second part forever, ALL that certain plot,piece or parcel of land,situate,lying and being near Greenport Viliage,Town of Soothhold,County of Suffolk and State of New York and d=ribsd as Lot No.43 on a xrtain map eatitied"Mop of 5,aast m Shonm at Greenpot4", filed in the olTice of the Clerk of the county of Suffolk on April 27,1964 as Map No.4031: TOGETHER with beach rights and access thereto as described in grant made by H.J.S. Land &I)evveiopmmtt Corp.and J.M.S.Land&Deveiopmcrit Corp.to Eastern Shores, Inc.,dated the 17o day of Mareb,1965 and recorded in the Suffolk County Clerk's office an March 18,1965 in Liber 5716 at page 16. Said Premises is known by 1155 Tasker Lane,•Greenport,New York ' Said premises being the same premises conve yod to the party of first part by deed dated 211/69 and recorded Jt 0169 in the Suffolk County Clerk's office in Liber 6503 page 171 TOGE7't3ER with all right,title and interest,if any,of the patty of the first pan in and to any streets and roads slaming the above described premises to the center lines 111=011;"fOGEITIER with the '' appmunances and all the estate and rights urthe puny of the fast pert in and to said premims,To ElAV E AND TO HOLD the prrniises heroin granted moo the party orthu saund part,the heirs or suec+essurs and assigm of ttte party orthe second part forever. AND The potty of the fast part covenamts that the piny orthe first part tras wx done or sut&x ai anything vibaclay the said premises have been==nbaod in unry way mimever,except as aforesaid. AND the party of the tiro pert,in aanplimmv%vith Section 13 OF the Lien t.uw,Covenants that Rho j ty-ar the tits[part will r=glve the consideration fnr this conveyance and}vili hold the right to receive such consideration as a test fund to be appr1w first for the purpose of paying the cost of the impruvrnreat and will apply tln some first to the payment orthe cast of the improvement before using any part of the total of the same for any Oliver purpose. Tho-word"petty"shall be camstrued as irk rend sensc of this indenture so requires IN WUNESS WHEREOF,the party of the first pan hus duly c=uted this deard the day and year fits!above written IN PRMENCEOF. PAJtTHITA V11.SSILIADIS r j STATE OF NEW YORX STATE OF NEW YORE: ' COUNTY OF QUEENS ss COUA'•I•Y OF QUEENS ss: Oa thelknV of Squ ber 2W2 On the_.rdsy of Soptember 2002 before me,the undersipod persomlly before me.the midaraigned persomily appeared PARTHENA VASSIIJA61S appeanA pmom0y known to me or proved to me on Ole persimaliy known to me or proved to me on the basis of st8sfaclaryevidence to be the Faris of sa lsfacrory evidrnca to be the individusi(s)whose:na -ts)is turn)subsrnbed individuals)otiose nrurmts)is(arc)subscribed to the within instrutiient and adnrowlcdeed to to r}v_•whiiin hmmmem and aeknowit d cd io me Ural Wsbehhey eroeruted the sane in hisllier me that hd lrelthey executed the same in hislher /their wpacity(ie4 and that by hisAur their !their capacity(iasL and that by hisArcr their signatanes(s)on Iim-Imsmmreru,the i ufividua((s). sirmature*)an the insitumult.the individuaRS). or dte pttson upon Irehaff of which the or the persan upon hebadf of which dw dividuni(s)acted,executed the Instrument. individualfsl aacd.executed the instniotent. p(o`a4Pu q SIDT9 IHawYDrk Camo����n rY W�—� 2.en)6 f Bargain and;Sale Deed SECTION 033.00 BLOCK 04.000 LOT 030.000 COUNTY Suffolk i RECORD AND RETURN TO: OURANMA VASSILTADIS RAUSEO 1205 Summit Drivc Mattituck.NY 11952 i i • I - I Title No. 11-7407-510348SUFF SCIMDULE"C" Premises to the West Dist 1000, Section 033, Block 04, Lot 006 1) Deed J.Patrick Adams Liber 6902 cp 375 Joyce C.Adams Dated: 3/17/1971 To Recorded: 3/19/1971 Freda Morfis Antonios Morfis,her husband (Last Record Owner) Variance (Rev 11/99)(Variance) �t--• .•:':n�; . , • I ..a�a.rn S-did N.YB.T.U.7r 102 9a,anAj$0,D d..bb Co G At la dal t at 75 ,r• 4.a� Xv� '--t/ty/ CONSULT YOUR tAWYE4 BirDAf•SiGNINt:7HIS IN57NUMENT THIL:IHSTRUMINr SHOULD Bf.USED�r L15WYlRs DNLY a r +-� :,c+ �xs before me ' THIS INDFUNT JRE.made the day of March mnumt hundred and seventy One • i. £T%vm J. YATRLCK ADAMS and JOYCE C. ADAMS his taife; residing "S `� if 2D Havemeyer Lane, Conmack, New York , 71 to and'whD x. h�� Nvsb•�Jti� x 'no party of the first.part,and FREDA MORFIS and ANTONIQSMOBFIS, � residzng ' a r f d at 22=01.49th Street, Astoria, New Yosk w t r ' r r Ia••l Of tbt&.GDnd parts .. •:•: r -, I �Y !T Y ss WI77VF_SSE773;Thai the party of the first part,in wtuiderabon.DE tea dollars atw Dther Yalttable taaDdttaIIOA t t + paid by the•Farty'of the stsond part.doctS hereby grant and release unto thn party of the semad part the nc�m s. befom me " _ or succasors and assigns:°t:tbe giTry•oI•ihe ssDnd past f°tevtt, J z ? y , t t •y A71,that txitairi;plot;pica or 1 of Land with the toad m 7D1.aamLv,2hticDA tssteda tatunte, " f s' ,yrT`— tv'd' Jymg and being BrMb near •reenpart Village t n a?a Sguthold, Cottnty of r —+metdtilyl s Suffolk arid;State of New York-and described as lot*d4i>oti's ceita3ti t sr ''f` E map entitle3 '!Map of Eastern 5ftores at:.Greenpartrt fxli d 3nHthe office.of-the Clerk of the County of Sti£folk on April 27, 1964'tas fmdttal map M021' and:botmded and described as follows r' ; `�; '}� r� } "triDA,`a[ '• ;` •.:Lax t ti„ {! >r t t y�xyrrJ r",4 r y Jt 2-, and saw': f :BEGINNING at,the corner.formed b`yr xIie lntersection�of tlie-T `XSt'} w1tTL^55 / G !. t `rsa ltliereto 1�- soutlierly'side of Soun ;Drive-wit the easterly side9uf MCCann,7:anei� ;x 4 RUNNING•THENCE-North 65 degrees 35rmututes l0 seconds East'- :7 'Zl rCh•`i.Y Or 5 it ;.•.1�..G ta'a 135 31 ,feet; r t ry t; , tiiiiiii r: l THENCE South 20•i3egrees 42 minutes 00 seconds East 173360 r rCSt; ' - r : . ! rK 1 a ,feet, : - J+ 'a { J + }r 1s,t { •„t �' rvr �'` c i THENCE South 71 degrees 53 minutesy40secods Wes19j32 N� `#{a`f feet io the easterly side or McCann Lane, sf rt,t rr.c t t THENCE North Z8s degrees:06 minutes'20-bbcondsa.Westisalong the ' t - L 3 1..1 C.tl'\ i lk+COY. F,JY + Y 1-��75,•j ? t easterl side o£ McCann Lane 205 46 feet toy the corner atath�rpoxntrt ,t I t - y..I• r }L 'n•�jr2 r t rsa�Cr K .}s �.r• �r' at \.•., t i -- Or-place o£ BEGINNING ......�. s 4 `ira.d;-,afx?tx^`•''>' 1` x� 2 �S'DEED subject to a purchaselmoney,mortgag' ofzeven�date 1 t intended to`be filed simultaaeouslyihereiil trafj��"'y 9 4-• ia.�3�S.arL` �82�.fa'x'•�• •�.y �?$, �" Ginators'herein'�arer;he sameApersona,se ftteFGrantees} t the ,'� i ,� deed ;tared 7/1/67 recorded 7/7/6Z, I:iber46Z8� 0 p°pi220n' ),a` ps+ � �`I. 4� '� tf i � r 'i-n t%:.Srs=r#�.�•<tsf�••♦i .�r>y�r�f7�'��+�=S jflx_�ir�x£5�ii�r�'N•2"1 tJa Y Tp <jrf'. 'f'X ,� r'iazagrrw y„ t 4 Jf u 14L. x L jte iV tfr r �rzs�nS� ``s ems, T'j{ S1 ba TOGETHER with all right title aadtitt�taest\2I ancy of the party of theifiistpaiiatA andso any�sucta anf S t, G l'` ,.; roads abutting the Dbove descr2hrd preml�e.,to Ehe;:enter Lois thvtn(TOGETHER wt;hFihe appune artcea::-a#,'v`;��z���� i;,i t S Y at d'_all the estate and rig3�ls of the patty of the first part in and Lojsaid remisesr 3QfI3Y{/E aATJDzTO wx�c ­ r4 ✓t r'' „ HOLD the premises herero srantcd unld'the party pt iht se9D g•parf the ens,at shags 6- and aspbm's of,l { j"t G th puffy oI the saond part forever s .r 7�ar-ct U , t (I"• r'1ltjh fy't'1 d �• '>,. �+y , #r) ws1}-i Etva5 srt�� Pr` i�4 AND the party of the first part coretwnls tint the party of the;firsip3ii Juslpot�DnFvr suffrreythmg 'di 1�t FrS �.t y • .wheieby flit.sa,d;prernus-have b eT a"nciunbered m any.way whaletrs rexcbpt as aforrsa.tL}+•� am :AND the pony of the"first part m ca tipLance elth Section]3 attih��I tenlaw covets that ingpsny Frr f sr, u� F+ r the first pan istll'rece2ve the,cowtdtsaii6fi fbiJihii anveyaate and well huldlthe rl�htxto reonvesurh AM t ,- 3•r..... r ry e.= > ;;,1 erst:dnasa,tnlitiundaorb''appbrdfirst'ioribcpnrpoSeofipi�t+°gltherostol.Itbe.unprovtmtnfpandsielic-first-ID thel�laQp7j•F � t4 any p her purposr.-- mentor the wst,of iht tmpiovrtertbefore ustfg y ga rpf e t �e r � � 7hc.ilord patiy,'�shall be consirned as;if,Jt ic�,d pari,cs ,6ene�vet tape senseq{)thrf indenttuesso requires jri'' I�Rgxx' n ° c+ I •r`•t �: L 1 IN WIrPIFSSrWFi£REOP tht party of tht rest part has duly exowled thtf deed the day and ear first above r tr_, vtzJlien ; t::.,r irk fri't 5!�r> .2,r`'.�•u c. !p ++.. �'�tt._yr i' c�a�l a r •:rif 1 5 i•,: > ,.,, b'* s r`r5' "ar .�7.I""r ar s4 G^a.Sh `IJ$•2>�yu'tl• p( • 4 +. IN PYtSPHC6 DP' ,s j.- d '+' f�.,��t� .s.v. '`'l.=Yi ���c.aRr�., I'' �,c'�Jr�e'k; Et let i ,+r� t _ y x - P L .,'/z; ?' �y- sL_ 1 s tJru •s Fi i y k >, 3 i E :� Ia ` � * T a}r' > � �! y s:. ��' �eL s{r rr��CeH'•.�••.t..ja f '£>' y 'a'>It. , l - �i ti by 2`+� r �� ! t•+1t ��({�. . G5 t.a^.•,.Yr,�'L¢ T; 1 tit S4J �' »MS.F Y`(G��( Ve'Sa N ra i a�kr $•y�., es*1, yr �Y.: yfN'r� 3•�!t f.�`t >.x :F',�,, L: j1 _, A M,, i I ,>.. r �S Ii•r `d ir. SS - .•`"a1>e.>Tj °' � K "3'i •5�+'��k. '{,Tt. d <• t(t t 1 it�1� t al s l r i r J C£ 10`- �a DIMS w�• .r a Y� ?b\+ Sc irk rat •f f t �'ttr '} 1 P . ��}#�g•,,,.avt'`+ �„i,'y,,>„r'''iu n'ljrrs�as ,i�I i f kf S •rTi 2 + - 1 'of\� LLC}x r {F• zc ^�. �`9-�tr'a'v�'�.^ja+r r tt�.,ii P r< •,f a +.-! r r j -r V r c* rr g�,�s�ct�x -is�2�.`xy�r�-� -o-u�y �t�. ' k J a t.: u a r 'x t { t i(k ` -' t 's I l�`• '�'�' 1 ii f 7r,!-�' �>t�kt+' x *a""L '4 >:y>�L Iff" •asrr' ti�Y„. 0^s 'U ?t xa •i w_� n xt 5 h' �JI[� c rI.Y t ti ru��'o 4"t+ FrxrhvFSY �"�a4" c'_',t'T�-^Fi 'Sla"pf,`� r r:>t+ s L< Sr� i r •.;s !�.,+1.`S�t Y,a• 'r c�K xS{' <,'`i �r� +1r t k',.vrri'>``tC r t,.,� � �• )•h <.�-o-to'{"' Z s...ya t Yq-.�hh r5 ,:.,,"n } et �>? Au't�n > 'r�, ,dam..e �Ira'v-C t�y}ar�F �r•t��•r.�4.,�>;,!Y;y.,•�Y� rt•�'�%=..,-•4:.�c_yF 'ni•�baf�,�°r��t`;.1 .i - S s`•.tX4?,y;.l� ''fir, t �a'Y �4�a�=C:U a s�9 r l t,.�t.,t. �v G'�Y,.et',i..t.s.fl�,r sort.�_ A.fr;...`�:u'����...'+'ifi 1 s(Yutr„�` )•."ls``3�ca+,.'ra...1��•�'atE•"�.9z�`✓.i°..C'"�s,�' .- T..:Gt� ���a•`:.'7L.ria 4.r f Title No. 11-7407-510349SUFF SCHEDULED" Premises to the North,Northeast and East SOUND DRIVE Variance (Rev 11199)(Variance) LOT AREA = 17,502 SQ. .FT. GAR ELEV=48.5 FFL ELEV=50.5 VACANT SOU SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ND D RMIT FO P0ft0x%tcOIFA ISTRUCTION FOR A / RIV� (48.6) 4iSnN LE FAMILY RESIDENCE ONLY x c / �C (48.$) 85 is,10' APPnO1TEfl�`"t 34.31, FOR MAXI r��( )� A BEDROOMS TES 1®OLE EX P S T R Y AIRSisQSl�f OWEEffi- ER z l DRIVE I .0 0, N 0 \ 0 Z ZEE (48.5) •- \� C ap expi 6� m —2 f 1�$ o�sr (48.5) N 9a ^off ap I t St SEE NOTE I I PROF ?4 �� DWELL D 0. (48.5) I —zi `?3 3• Wate a e e Iv Revised Plan APrrOv-d- I (48.5) � � 3 co rn DWELL / PUBLIC WATER J Q7 c I O (41.3) (419) fTl I x z NOTE (36.5) SEPTIC SYSTEM SHALL BE 132.96' > 1-1500 GAL. SEPTIC TANK S 64'31'S LOT NUMBER 43 2-8' DIA. LEACHING POOLS 8' DEEP ►� DWELLING — PUBLIC WATER tZI TEST HOLE by McDONALD GEOSCIENCE 8-31-10 r 0 DARK BROWN LOAM OL 0.5' , : PALE BROWN SILTY SAND SM Ctj 3' BROWN SILT ML RE��VE� NOTE: 7 Location of water mains BROWN SILTY SAND WITH 10-20% & adjoiners water supply GRAVEL SM MAR O 7 2011 by others and are not guaranteed. 32' SUFF.Co. HEALTH SERVICES OFFICE OF" NO WATER- ENCOUNTERED. ��,�����,��A���� STOPPED BY ROCK ER RqGT, 3-3-2011 REVISED PROP DWELLING THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES 10 THE FILE No. EASTERN SHORES AT iff PROPERTY uNES ARE FOR A SPECIRC PURPOSE AND USE AND THEREFORE ARE NOT JOB No.10-199 INTENDED TO GUIDE T ERECTION.OF FENCES, RETAINING WALLS, POOLS, PATIOS, GREENPORT PLANTING AREAS. AMMON TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORrzm ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION of SECTION LOT NUMBER 42 7209 OF THE NEW YORK STATE EDUCATION LAW. MAP OF EASTERN SHORES AT GREENPORT GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TTTLF COMPANY, MO NMENTAL SITUATED AT GREENPORT AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSMITIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING 111E LAND SURVEYOR'S WED SEAL OR SCALE 1" = 40' DATE 8-30-2010 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-33-4-31 DISK 2010 HA ROLD F. T RA NCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 9N.Y. LIC. 1866 WADING RIVER—MANOR RD. WADING RIVER, ' NEW YORK, 11792 HAROLD F. TRANCHON JR. PENN. LICNNo. 218159E 631-929-4695 LO.Tl"°"AREA 17,502 SQ. FT. SOU \ �' 'e N \ \ edge \ of At \ e Poi 8S.3 SET 5 �o,E STK 34.31, z 411`/ ss \ o 00, \ N Q C fro' :Z� % 22.5' z c � tT �• I m rn I� R t FOUNDATION ?`.9 ® o a 10, 1% o ?� 34 6' of I O- O qQ CD \houndation I3 CA I for patio u) C -P D Q v I A z m 132.96' STTK SE S 64.3150••W > STK LOT NUMBER 43 _ r 6-6-2011 FOUNDATION LOCATION 6-6-2011 STAKED PROPERTY CORNERS 4-8-2011 REVISED PROP DWELLING 3-3-2011 REVISED PROP DWELLING THE OMETS (Oa DM MONS) SHOWN HEREON FROM THE STRUCTURES TO THE FILE No. EASTERN SHORES AT PROPERTY LINES ARE FOR A sPEC*10 PURPOSE AND USE AND D40ZEFORE ARE NOT JOB No10-199 INTENDED TO GUI ERECTION DE THE OF FENCES, RETAHNG WALLS, POOLS. PAT . GREENPORT PLANI o ARM AMMM TO BUILD*= OR ANY OPIR CONSTRUCTION. SURVEYED FOR UNMTTHOR3ZED ALTERATION OR AMMON TO IMS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 42 7209 OF THE: NEVI YORK STATE EDUCAT)ON LAW. MAP OF EASTERN SHORES AT GREENPORT GIARANIT}S *OCATED HEREON SHALL RUN ONLY TO THE PERSON FOR WW MN THE SURVEY tS PREPARED, AND ON His BGMF TO THE Tm£COMPANY, GOVERNMENTAL SITUATED AT GREENPORT AGENCY AND LENDNO INSIMMON LISTED HEREON, AM TO THE ASSIGNEES OF THE LENDW [NsnTunON. GUARANTEES ARE NOT TRANSFERABLE TO ADDMONAL NsmuTTONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OA00M COPIES OF THLS SURVEY MW NOT BFARM THE LAW SURvEYWS WED SEAL OR SCALE 1" = 40' DATE 8-30-2010 EMBOSSED SEAL SHALL HOT BE OONSIDERM TO BE A VALID 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 1866 WADING RIVER-MANOR RD. WADING RIVER, ' ` -� NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HA OLD F. TRANCHON JR_ PENN. LIC. No. 2115-E LOT- AREA 17,502. SQ.- FT. 13 236 SEP27201 SUFF.CO.HEA'LTH ERVICES OFFICE OF WASTECtrfdTER QT. " SpUND D" - Rjp� d -41 av 101E � P��enf 34 31 � Zv 6.. /131. \ C, 0 a6 water ►� service 0�1 o co 2nd sty � tiO Balcony % p 14' masonry 6 A 22.5' �$0. sto28 z goT - GJ 1.8E �NJ -16. 3 M 3 I m °wall 2 STY FR 9' 18, g1 A . 0.6E DWELL ? .9. I o. n 77- 0 �' .>4 61 0 0 o -,0 o o,. I o m '0 �1 O I m oroofed . masonry drywell cn g R, over patio py = patio (A N I O F.-27 1' U: m ingrd. pool �1 hn x 00 m 44 x20 fen e I FC FC wall- 0.9'N ITN M 0.7E post,& wire fence wa y concrete wall 0.6'N 132.96' S 64'31'5 CO. R...4^3.�..0 64i;=F04_K; 01)�,T,,,,t-.P;A�2TW Es" �OF HEALTH SERVICES � C� r,,,_,,...., FOR A '�C1 NOTE n r DRYWELL LOCATLONS � 211y.:s. tit i•i°14''. BY OTHERS 3cv'oue 63posa1 asd I;gw t.,C'B!£u t ave ^r:1sd and/or ceTtitRd Dy this leRaftin`It n c:.".=;: ,n1rd tosEd 40 p aca sausfact;try FORA MAXIMUPA OF r! P �9 -�2013 UPDAT D SURVEY, LOCATED POOL and FENCE 1,VaItef J.4filbert,P .,tfi 14-2012 FINAL URVEY d,t6tC;:t3f11tf�5$�tfl�$�PC'J� S1BE6' gGt�2011 FOUNDATION LOCATION --- -. —6-=6-=201-1—STAKED—PROPERTY CORNERS NOTE: CESSPOOL, SEPTIC TANK & .WATER 4-8-2011 REVISED PROP DWELLING SERVICE LOCATIONS- BY OTHER OTHER5, 8 z111'L1.-- 3'-3-201 1 'REVISED PROP DWELLING - reS " THE OFFSETS (oR 131161ENSIONS) SHOWN HEREON FROM THE SIRUCRIRES TO THE FILE No.. EASTERN SHORES AT PROPERTY UNES RE.FM"A SPECIFIC-POkFOSE-AND USE AND T1£R0VRE ARE NOT JOB" No.10-199" INTENOW TO MME 7W ERECTION OF FENCES,MAMNG Wets, Pods, PATIOS, GREENPORT PLANTING AREAS.AMTION TO WLMGS OR ANY otrrER•rxirtslRucnoN SURVEYED FOR CHRIS TRIANTAFILLOU UNAUTHORM-ALTERAMON OR ADDITION-TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 42 . 7209 OF THE.F."V YOMi "STATE EDUCAMN"LAW. - MAP-OF EASTERN SHORES AT GREENPORT WARANIEFS NVDIGITW HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS.pREPARM,AND ON H6 gBIALF TO THE MUE.COMPANY,GOVERNIJI AL SITUATED AT GREENPORT AGENCY AND LENDING WSRR IST J110N LED HEREON,ANO TO THE ASSIGNEFS OF THE- LENDING-INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL IN5TIn1TIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT SEARING THE LAND SURVEYOR'S IN1® SEAL OR SCALE 1" = 40' DATE 5-30-2010 EIMSSED SEAL SHALL'NOT TE CONMMED_M-K A VAIJO TRUE;COPY, 0 �� Y FILED"MAP No. 4021 DATE 4-27-1964 CERTIFIED ONLY o TAX MAP' No. (REF ONLY) 1000-33-4-31 DISK 2010 HAROLD F. TRANCHON JR. P.C. 14C$ i` LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR,RD. WADING RIVER, . NEW YORK, 11792 t D LIC. No. 048992 631-92.9-4695 HAROLD F. TRANC J PENN. LIC. No. 2115—E RE check Software Version 4e4.1 Complianceii Project Title: Proposed Triantafillou Residence Energy Cade: 2009 IFCC Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: OwnerlAgent: Designer/Contractor: Tasker Lane Frank Notaro Frank Notaro Greenport,NY 11939 Architecnologies Arch itecnologies@yahoo.com NJ 11952 13405 Route 25,P.O.Box 93 Agent- 631-298-1129 Mattituck,NY 11952 631-298-1129 architer,nologies@yahoo.com e a a s a Compliance:9.1%Better Than Code Maximum UA:680 Your UA:618 The IX,Better or worse,Than Code index regects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. a e b e • e B o e a Ceiling 1:Flat Ceiling or Scissor Truss 3200 38.0 0.0 96 Wall 1:Wood Frame,16"o.c. 3634 21.0 0.0 174 Window 1:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 2:Vinyl Frame:Double Pane with Low-E 24 0.300 7 Window 3:Vinyl Frame: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:Double Pane with Low-E 24 0.300 7 Window 6:Vinyl Frame:Double Pane with Low-E 24 0,300 7 Window 7:Vinyl Frame:Double Pane with Low-E 36 0.300 11 Wndow 8:Vinyl Frame:Double Pane with Low-E 36 0.300 11 Window 9:Vinyl Frame:Double Pane with Low-E 36 0.300 11 W ridmv 10:Vinyl Frame;Double Pane with Low-E 36 0.300 11 Window 11:Vinyl Frame:Double Pane with Low-E 36 0.300 11 Window 13,Vinyl Frame:Double Pane with Law-E 18 0.300 5 Window 14:Vinyl Frame:Double Pane with Law-E 18 0.300 5 Door 1:Solid 30 0.300 9 Door 2:Glass 54 0.310 17 Door 3:Glass 54 0.310 17 Door 4:Glass 54 0.310 17 Door 6: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:All-Wood Joistffruss:Over Unconditioned Space 1250 21.0 0.0 55 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications:and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �h�� ��h��������,- Project Title:Proposed Triantafillou Residence � a.m m�prym �.��.. Report dater 04105/11 Data filename:C:\AA—EMERGENCY—OFFICE—PROJECTS\TRIANnTiantafillou.rck Page 1 of 6 EScheck Software Version 4. .1 Inspection Checkl i Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-MO cavity insulation Comments: ,above-Grade Walls: fJ Wall 1:Wood Frame,16'o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wail 1:Solid Concrete or Masonry,10.0'ht 19.0'bg 12.0'insul,R-21.0 cavity insulation Comments: Windows: Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type_ Thermal Break? Yes No Comments: Window 5:Vinyl Frame:Double Pane with Low-E,1-1-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Vinyl Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ® Window 7:Vinyl Frame:Double Pane with Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Project Title:Proposed Triantafillou Residence Report date:i}4,105111 Data filename:C:\AA—EMERGENCY—OFFICE—PROJECTS\TRIANT\Tiantafillou.rck Page 3 of 6 Comments: ii Window 8:Vinyl Frame:Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: LI Window 10:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ® Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes.—Frame Type Thermal Break?__Yes No Comments: 13 Window 13:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 14:Vinyl Frame:Double Pane with Lovv-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: Door 1:Solid,U-factor:0.30D Comments: — ® Door 2:Glass,U-factor:0.310 Comments: ® Door 3:Glass,U-factor:0.310 Comments: Door 4:Glass,U-factor:0.310 Comments: (� Door 6:Glass,U-factor:0.310 Comments: Floors: U Floor 1:AEI-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: Cy Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Lj Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IG rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned spare are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-buming fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Cj Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: Project Title: Proposed Triantafiliou Residence ~Art���n,TR�..w_.,....,..,_�,�,�,µ._— ,.�. _—�,w,w..�,wa,._.�..�..o.�...��--h --Report 04f05111 Data filename:C:1AA_EMERGENCY_OFFICE_PROJECTSITRIANT1Tiantafiliou.rck Page 4 of 6 (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showersitubs and exterior wall. Sunrooms ® Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ® Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ® Materials and equipment are identified so that compliance can be determined. Q Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ® insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: L1 Supply ducts in attics are insulated to a minimum of R-8.Alf other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. 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,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams 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 less than 2 in,w.g.(500 Pa). r� 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 international Residential Code. ® For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off 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: ® Heated swimming pools have an on/off heater switch. L1 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 health standards require continuous pump operation. p Project Title:Proposed Triantafillou Residence YW �M � Mw yy p N M Report date:04105/11 Data filename:C:\AA—ENIERGENCY—OFFICE—PROJECTSkTRIANnTiantafillou.rck IERGENCY_OFFICE_PROJECTSITRIANnTiiantafillou.rck Page 5 of 6 Where pumps operate within solar-and/or waste-heat-recovery systems, C I 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 insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed fighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other requirements: 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 precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'd). Certificate: ILl 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-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. MOTES TO FIELD:(Building Department Use Only) —Project Title: Proposed Triantafi Residence ,,.A Art 'y_ ,..,_,. �. �.w �.���..M..�...�...�_---,-._w.-- ,..,..__,-- _...Report date: 04f05/11 Data filename:C:1AA EMERGENCY OFFICE PROJECTSITRIANTITiantafiilou.rek Page 6 of 6 C2009 IECC Energy INJ( Eff"Idency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 21.00 Ductwork(unconditioned spaces): Window 0.30 0.31 Door 0.31 0.32 Heating System- Cooling System: Water Heater: Marne: Date: •�• Comments i� NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT rU OF ANY AND ALL REVISIONS DUE TO FIELD \ 5 CONDITIONS, CLIENT, AND OR!GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. z .10 Z � go ly O O o 0 00 _ ,_ _ z 1 6',W. X11 6„W. X1 O„ D. P. CONIC. FOOTING.� � M W/ 1 -1 X -1 -1 11 W. X 11411 P. CONC. (PEDESTAL \ (TYPICAL ALL) U cn cV o 00 12,_6„ '^`` 12'-6" • ' 5'_2„ 7_ip• �y > MECHANICAL RM. ;: ; '�` � 'f x�w --- --.--- `2\L / 3,P CONC SLAB \.\\�' ' I CLEAN COMPACT. FILIL ' �\ \.: / / 1 O-O x 14-0 w I. P I \\ \ lk 18' /� \ ^; `•� ;v P. CONCRETE PAD -6 ABOVE SLAB STOR. 00 WATER / / /' \\�• '' BOILER SW. PROV. 5 8" F.C. GYP. a 7'-3" / 7 (TOP OF STAIR). GAS FIRED ' 1 ' PROV. 5 8 DIA. X 10 L. STEEL ANCHOR W f (TYPICIL B I WALLS.) E AMP BOILER , '\ BOLTS FOR SILL PL. OF LIGHT FRAME /.r , •, '. � �� (TYPICAL BOILER RM.) �; •; SERVICE ° \: \ ;'/ s,�,p / ----___ \• \ CONSTRUCTION EMBEDDED INTO JB �, °\ 8'_3" CONCRETE @ NO MORE THAN 3'-0" O.C. / \ a @ V-0"AWAY FROM EACH CORNER U ,'•' a ,4 \\ (TYPICAL ALL NEW FOUNDATION AREAS) ' i �• �// / REFER TO/AC/HEATING NOTES FAN COIL z kT- \°,� '• ON GE ERAL NOTES SHEET. UNIT#1 / �•_ _� 5"P.CONC.SLAB /° % 2'-3" 23'-10" CLEAN COMPACT. FILL -- ----- — — --� n 0 •�L ° 011 ' 18 \ — w . \• \ / ,/ \ \ s'-11° 10" P. CONC. FOUNDATION WALL W z \ / ---- - \ • WITH 2'-0"W. X V-0" D. P. CONC. FOOTING (CONT.) W/W.W.M. IN > WALL AND FOOTING. (1 U WALL) rr 36" BELOW FIN. GRADE (TYPICAL) w z JB— JB'---- JB'---- -- JB \ a\ / ' 1 3, 7 W �" \� / ' • / / � P. CONCRETE PAD (n ° `\ /' — / — — — 2'-0"W. X 2'-O"W. X 1'-6" 6"ABOVE GROUND L5 \° ' \ / — — — — — — — — — — — — — D-P. CONC. FOOTING_ — — — — — — — — — — — — — — — O O PROV. BEAM POCKET W/3 - #5 EA. WAY. h° O SIZE AS REQUIRED (TYPICAL ALL) } COMP.##1 -- I. 1 I..I L-'--� W12 X 40 (ABOVE) L-�_=.; 4. •I • PROV. DEEP CONC. WINDOW WELL. \\ \\\ /' / Sp PROV. BEAM POCKET 1 COMP. +�2 ® SIZE AS REQUIRED 1 TOP OF WELL 2"ABOVE FIN. GRADE. \ "' \ / / / 10'C.H. W PROV. 3' V DIA. GRAVEL BELOW W/ \\ , \ // , 10'C.H. I . P z 3'ADD'L. BASE. PROV. CUSTOM FLUSH `\ \� / I / I STAINLESS STL. GRATE. (REMOVEABLE) W WINDOW-AMERICAN CRAFTSMAN ` I // _� �' fr BASEMENT HOPPER WINDOW 3223 _ _.�_ --__ / r� OR APPROVED EQUAL. (fYP. ALL). � •' // I /� JB -'--------' � \ � JB -'------- JB '------' 8" P. CONC. WALL WITH STONE CAP / / �' / � � /�« . .�• ON 16"W. X 1 O" H. P. CONC. FOOT'G. (TYPICAL,ALL 4 WINDOW WELLS). / II � � 4_'_'_P. CONC. SLAB - 1/8"/ FT. SLOPE /. \9''9' PROV. DBL. 2"X 6" SILL PLATE TOP OF PROV. W.W.M. IN SLAB OVER GRAVEL /! FOUNDATION WALL (TYP. PERIMETER) PROV. STRUCTURAL LINTEL OVER a'-7" / I I \ TAMPED BASE. TOWARDS FLR,DRAIN. /• 6'-11" WITH TERMITE SHIELD AND FIBROUS RETAIN STORM VIVATER RUNOrF (TYPICAL ALL 4 WINDOW WELLS). i \ INSULATION. PURSUAtff TO CHAPTER 236 •�� '`' � � �._- �� -------- -- --r--a --- - -- ---- -,-� _,-- ------.---- --- -- ----�-- -- -•y' YJ /� OP THE TOWN CODE. Lu � I 'w--UP I ` ----------- --- ---- ------ - -'I-1 - _ --- - -- --- CU"J'.�'L'f r r"jL.L CUSS OF V 3 UP - - P 34,_,,, a NEW YorK STD, & TOM CODES' cERTlF9CATl�,a of AS REQUIRED r NAILING C = C+DNPIECTlON ln��r tt I r Tf1 in r(�LU EV§�i�'v .;.� 3"P.CON(C.SLAB 1 PROV. WATCHDOG WATER PROOFING m CL � EAN COMBPACT. FILL ® ALONG PERIMETER OF FOUNDATION r; p WALL BELOW FIN. GRADE. INCLUDINGPLAM1 FD / / J / V-6"W. X 1'-6"W. X 1'-O" 1'-6" PARGED JOINT WALL FOOTING BETWEEN FOUND. ,,.. L�' .i?C,"'JT+��I.S! APPROVED IRS NQTEk 1s' /' i / /'T I ) '•I D. P. CONC. FOOTING. / / / // / - _ •L y-- - -- -.� �! W/ 1'-1"X 1'-1"W. X 1'4" - _._._ ._---_•_. �V.v .07' Gf�TE�l �`�' Ej P. CONC. PEDESTAL �' .,P. # (TYPICAL ALL) FEE- NOTIFY byG 3,_4„ II'-11" 12' 1" 1' 6" �"""".�.�•+.r.BY 2B 8t DI T G4 PMTF ENT AT c ? C . A �I(°""� " OR THE / • °/ � � � � FOLLOWING 1NSPEC1f14NS: FOUNDATION PLAN ` ' ` I , FOUNDATION_�REQUIRED .-Y I ° ����1� 2 ROUGH FRFOR AMING,CONCRETE � �- / THOUS Iry e, STRAPPING, ELECTRICAL&CA,ULKING 3"P. CONC.SLAB "// 1 ' ► 4.� H I I ". ft�; 4_ 3. INSULATION T) / a' 11" CLEAN COMPACT. FILL ,° / fi �� I ! j V-6" //' / 21'-2" 0 a�17 e °{ 4. FINAL-CONSTRUCTION&ELECTRICAL / MUST BE COMPLETE FIOR C.O. ALL CONSTRUCTION SHALL MEET THE A w 0 d REQUIREMENTS OF THE CODES OF NEW � YORK STATE. NOT RESPONSIBLE FOR PLjjj 1pt3Ei=t Gam,+?!�Fir� 7-/ �`� DESIGN OR CONSTRUCTION ERR �' Z 13,_9" / ORS. Z '?N LEAD Ct,%'T"Ef,,#T E. F0.r? w J .471FlC TE OF C?C' !!T'6: Y U C7 D \ In ow ww oo� ow wSED! �aTFd w1PPLY. �ST+ I ;� � f3T 4. EA:t%EEC�21fo F w� w� w� 2II V-6" / /, 1'-6"W. X 1'-6"W. X V-0„ i`, .o€ f " t C0 0 T O L LL 0 D. P. CONC. FOOTING. W/ V-1" X 1'-1" W. X V4„ ` P. CONC. PEDESTAL (TYPICAL ALL) ;e ' / F (n ELECTRICtl INS FECwTION rQUl fz-0 SCALE: A 1/ 11_11011 \ J 1 �Y 1 PLU►ABING OFFICE SET DWG. NAME: ALL PLtla.!^IIO{""'P 3.30. 1 1 FOUNDATION &WATERLt'";`S I~'"'�IO PLAN TESTING r-r-C"w COVL-r,. t3 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 IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 W U z U ON z 0 C7 N O z0', N U ,\\, w W ` U MN C �•�\ \\\, j no we A J \ \ \\ \ \`\.` el \: 18 / / /� JB O A 1 \ \\ W / / y /,y TJB _ ; \ BEDROOM #6 ' \ \ / ` \\ 1 1'-0" X 14'-3" 23'-1 0" LL A Qi\ qp �4!�B \� tt}B/F B1 W jSD --- MEDIA RO M 4, --- - / 16'-5" X 20'-4" 1 A 3 ® -�/jB/F BEDROOM #4 \•\ \ ,\ D� pv�TF2 s'C.H. / / g® I s'C.H. f — 1 1'-0" x 14'-9" rn v J GARAGE \' II /' -- ,__, I 0 J 21 -O x 23-6 \ \ _—_ rtr V \ O �� // /// �\ I CC MP.#1 LL \ \ \ 4 O GAS F.P.48"OPG.BY \`--- .IiSC /- I HEATIL4TOR OR APP. / ___ _ - `(J _ CL-- ECUAL.PRO" ,6"DIA.ZERO CLEAR. `, \ 1/ 4' �\ FLUES IN CHIMNEY. Occ CL. • _ 8 „ `�: I I III UV 4 1 \ 9 9 W W W D 8' O S ,/ \4-6 14'_9" DN. g / / ILER ; "; ROOM ® /L W./D. ,0^ BED #5 E / 0 8 s® J rr 11'-0" x 14'-9" OPEN TO ABOVE /�.., \ � I 1 1 ® B B1 OE \\�- SUP C:H. / -----� / / \ In / 1 CL. CL.I / A of Fk KB ------------ 400 U.G/d;iS TANK P O G L D Y R L—————————— SUPPLIES:STOVE, BBQ,&FIREPLACL. .. � �i-GC'SIL-�E 1 - -LL WET BAR E \ \\ 6'-5" x 7'-5" JB• BATH / 7'-4" x 1 U-6" FIRST FLOOR PLAN f \� E E /L �\ / / FIRST FLOOR 1 ,955 S.F. Li f � Z J E -- _ / E U3 D lk 0 W Q W 2...�i•hiNx.'•.dT F e-r' � y t�•i .w... a •' J@' T f— T �' f f l Ffja i In (0 fA It d' • ` < `.' ,,,�.;',�' SCALE: _...... 1/41I_1'0" OFFICE SET DWG. NAME: 3.30. FIRST FLOOR CONSTRUCTION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THIE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART � OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: v� CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD r CONDITIONS, CLIENT,AND OR GENERAL J CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. `J \� o o O � C7 N 3 r" op 00 z ~ N U , W � w M N 00 ` U ry O -� ® \ ; S\ :' CC Q0 \\ 7,_3, W X U \ \\ \ PROV. 2-1 3 4"X 11 7 8" MICROLAM PROV. 2 - 1 3 4" X 11 7 8" G.P. LAM / / \ , O LVL OVER ALL WINDOWS & OPGS. LVL UNDER ALL PARTITIONS.BLK. ) \ IN PLACE OF RIM BD. (TYP. ALL) AS REQ'D. BELOW F.J. (TYP. ALL). `J 70 \\ \\\ \ ,------------ W � --------------- ------ ---- ---------- PROV. 2-1 3 4" X 11 7 8" MICROLAM �- \\ LVL OVER ALL WINDOWS &OPGS. IN PLACE OF RIM BD. (TYP. ALL) cf) \ \ ' -j J (o'� \� \ PROV. FIRE-STOP BLOCKING_Q _Q -J W < 8 O O.C. (TYP. ALL AREAS). 00 xo XQ XQ Nco w r r PROV. CONT. 1 1 8" X 11 7 8" "GP - (n < N @j / FIBERSTRONG" RIM BD. EX. AREAS N O OF FDN. OPG. PROVIDE WATER 0 BARRIER BETWEEN FOUND. WALL CL & RIM JOIST. (TYP. ALL AREAS) 0 I 40 (BELOW) L W12 X 40 (BELOW) V— 0 J J � O J00 � J PROVIDE 12 x 35 STL. BEAM \ `\ —J n O J IN CONC. BEAM POCKET. \ / Q -Q r T I I z •-m — — W r ! � rU I TQ rV r,Q� ' X0 X0 NJ XO NJ XO PROV. CONT. 1 1 8"X 11 7 8" "GP - FIBERSTRONG" RIM BD. EX. AREAS i > co co OF FDN. OPG. PROVIDE WATER r r \ r r J OU T r u j N / 'r r / / BARRIER BETWEEN FOUND. WALL / / N 7 N @j a� N @) d� N @ & RIM JOIST. (TYP. ALL AREAS) PROV. 2-1 3/4"X 11 7 8" MICROLAM LVL OVER ALL N PLACE OF R MI BD. (TYP. OLGS. / -wa — — — — — l — -- w — / — — . — . — — — — . — — . — . — . — . — . \\ ----------------------------------------------- ----------------------------- / W L -- / FIRST FLOOR WALLS ABOVE. P. Lu O W n. W 0 Z 0 U� 1 ST.. FL. DECK FRAMING PLAN (73 m� - oW oW oW THIS DRAWING 15 FOR REFERENCE ONLY t 0 O O ONLY& IS NOT INTENDED TO BE SCALED. .>-. /� � (A 0 (A 0 W 0 (n �t N (0 NOTE: ``f O INDICATES BEARING POINT LOAD e N..:, •,,,ram . f .; .may,.!; THIS LOAD MUST BE TRANSFERED SCALE: W/ADEQUATE VERTICAL BRACING. 1/4"=110" OFFICE SET DWG. NAME: 3.30. 1 1 FIRST FLOOR DECK FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. ^ - . NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT r T, U OF ANY AND ALL REVISIONS DUE TO FIELD W CONDITIONS, CLIENT,AND OR GENERAL �y CONTRACTOR WHICH DIFFER FROM THE u w CONSTRUCT. DRAWINGS/SPECIFICATIONS. I� z ` U O \ O ~ o c) N z00 xci a V) W � MN DINING RM. o 00 14'-6" X 18'-0" u N qp \. \X 31 PROV. 10" MOTORIZED VENT TO OUTSIDE. GFI < WD V , / \\ 12'C.H. / 0 \ BEDROOM #2 W GFI / \� \ \ / J \ 1 1 1-01, X 15-O ( ' JB"A" � z \ \XI X° W 1p5 \ \ Q O / I I I I \ o GFI �, \\ \� l / /l `t c/) ui \ " G R AlS R O M / �\ GFI W �Q H FIREPLACE 48"//OPG.; Sc HEATILATOR OR APP. 12'C.H. // \ // JB/F \ \ Z EQ.PROV.DIRECT LVL TF2 „ / \\ <L A , 331 \\ Two TO WOOD S��FSjRFQO // , 12'C.H. \�i / 12'C.H. /�7 JB/F \ 26'-� `s GFI / \\INSERT 0 TIONBURNING W1 AS OCH�Fpq�9RT BEDROOM #1 w KITCHEN ST LT21 \ G q<< ti \ \\ / - \ // 12'-3" x 16'-0" 10'-0" x 17'-0" \ GFI 'C.H. / \\ / �/ / \\ // / / / 0^ O J CL. 1 J / - I .i U PROV. GALV, DRYER F // \\ C ------ -__--- � O ^-- --- P - FI VENT/GRILLE TO v -I- I _ �SD / / ;=^f `\ r \ W OUTSIDE WALL. ": . -- ��\ \ / N.- UTILITY wVJ \ _ / D / rn GFI �� I 5'-7" x 7'-8" / DN. \\ / /s \ / \ _ -- ,\ 2' \ / I I i / OPEN TO BELOW V \\ JB \- / �. _ M. BATH ® I \ E / T-7"X 12'-0" / �� •� LIZ- i �.I / _ \ 1HDN. BOV - - - - - - x M CLOS. / 5'-10" X 7'-5" BATH 7'-5" X 7'-8" SECOND FLOOR PLAN o w SECOND FLOOR 1 ,952 S.F. co DECKS 380 S.F. a w 0 � z z 0 w -� ' �• w � w 0� 0W ow UJ C +' U)0 N Wo D WQ w r r r U) SCALE: 114"=1'0" OFFICE SET DWG. NAME: 3.30" 1 1 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 AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS CLUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL ) CONTRACTOR WHICH DIFFER FROM THE V) CONSTRUCT. DRAWINGS/SPECIFICATIONS. z O U O ' N lz I�--� z U o O 00 zop T W M N rIF�V�y-,rI J \ W c- ✓' O 4" X 4"ACQ POST P. M d r AC RIM JOIST (TYPICAL) \ \'"\ \ \` \.\\\ \\ PROV. 2 - 1 3 4" X 11 7 8" G.P. LAM \ \ ACQ RIM JOIST (CONTINUOUS) ///O` p q`` ,�� Pc�P•P W PROV. 2 - 1 3 4"X 11 7 8" G.P. LAM LVL UNDER ALL PARTITIONS.BLK. z AS REQ'D. BELOW F.J. (TYP. ALL). <� ���� p q LL ,J W Y 0 c. p PROV. 3-1 3 4" X 11 7 8" MICROLAM W z LVL OVER ALL WINDOWS & OPGS. \\ q<< J O J (FLUSH WITH RIM JOIST)(TYP. ALL) rr SECOND FLOOR WALL ABOVE. P. \ d a Llj co OD z r2„p fU rU PROV. 2 - 1 3 4" X 11 7 8" G.P. LAM LVL UNDER ALL PARTITIONS.BLK. C /'q x 0 X X 0 U) AS REQ'D. BELOW F.J. (TIP. ALL). co O FIRST FLOOR WALL BELOW. P. O N� N CL 0 J \ 0 f � — — — - - _ _ . _ . — OTC - - - - - - - - - - - - - - Li o Q - Q I Q Z ,. U W Noo J z (� A �J II _O4 �r �M 3 a 3 r SECOND FLOOR WALL ABOVE. (TYP.) < rU co ( r n � x0 i rU r NO / rr E. X 0 X N r PROV. 3-1 3 4" X 11 7 8" MICROLAM = -_ ALL WINDOWS PROV. STAIR: OAK TREAD & n LVL OVER A D WS & OPGS. CLR. PINE RISER. VERIFY N� N (FLUSH WITH RIM JOIST)(TYP. ALL) HGT. IN FIELD. REF TO BLDG. N N / SECT. FOR CUSTOM RAILING. Edl -- - - PROV. 3-1 3 4"X 11 7 8" MICROLAM LVL OVER ALL WINDOWS & OPGS. (FLUSH WITH RIM JOIST)(TYP. ALL) 1 W I— W 0 0 Z_ Z 0 W J D U D Ow Ow co Ow 2ND . FL . DECK FRAMING PLAN -- �- p- j' W(r WT- Wcr D tr D 00 (50 w0 THIS DRAWING IS FOR REFERENCE ONLY k t. i W N W ONLY& IS NOT INTENDED TO BE SCALED. D r r r :. 0 l!7 (0 NOTE: `. _.._ �. ' SCALE: O INDICATES BEARING POINT LOAD THIS LOAD MUST BE TRANSFERED 1/4"=1'0" W/ADEQUATE VERTICAL BRACING. OFFICE SET DWG. NAME: 3.30. 1 1 SECOND FLOOR DECK FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN[AUTHORIZATION A-2 . 1 BY THE ARCHITECT. ANY REPRODUCTION IN PARTOR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD 5 CONDITIONS, CLIENT, AND OR GENERAL LY CONTRACTOR WHICH DIFFER FROM THE uu W CONSTRUCT. DRAWINGS/SPECIFICATIONS. I� Z O v � N z O 0 O z � � N U � 1 P, VFW � w � � o 00 a pq o, U �? P� c Lu UJ \: /� �. /' <�/ \ �� � QO •� %i� ��= � \\ Ili //�• �It�>,, � I •/ � 211 X 6" C.T. @ 1 O.C. II „� — � — � �I II II II II II II II II II II I�� (� f ✓ \ \ (j% \ / r / 2"k, \ \ — J — Jll I PROV. 2-1 3/4" X 11 7 8" MICROLAM w I / LVL OVER ALL WINDOWS &OPGS. I I I Z (UNDER TOP PLATES) Cr-(P. ALL) W LLL rr Iu _ II Iu :D _ trt — / / W / �\rl /2" I W T T X II IX co '`o �' / / Gd. / / � �� •c � II I 'I I I I III I I I III I I I I II I I I I I / 2�%� - -- — _-- ---_J� 0 0 w -2"X 10"-V.T.-` - _- m I @ 16" O.C. _ — — _ a .j F- Q �y O ' r / s II II II I I I I I I I I I Z ;� � �' / '' // � •e. • � I � III III I I I I I I I I � � -- — �- // III II I I I I I I \ + —ll W w u � / / / �r 11 'ter°'' \�\\ _ _ �I �"' w I I �I a, = I�I Io = I I Io = I \ % \y r (D r i- \ \ / \ \ c II II I IX I — _ — �\ IX I I IN N Ic Jll N \ \ \:.� PROV. 2-1 3 4" X 11 7 8" MICROLAM \ II I I \ rr LVL OVER ALL WINDOWS & OPGS. II LL I II \ \ \ (UNDER TOP PLATES) (TYP. ALL) \ \ �C \ II � II II II II II II I I I \ >\ �r �I _II — II_ II_ IL �i _ I R _ II— 'II— IL JL -L -t -J A _I� I 7617 C. D D \ \ CEILING FRAMING PLAN co Dfr Z)Ir D(r THIS DRAWING IS FOR REFERENCE ONLY f'. 't W W u- ONLY& IS NOT INTENDED TO BE SCALED. NOTE: 0INDICATES BEARING POINT LOAD SCALE: THIS LOAD MUST BE TRANSFERED 1/4"=11 01 I W/ADEQUATE VERTICAL BRACING. OFFICE SET DWG. NAME: 3.30. �1 1 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 REPRODUICTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 . 2 NOTE: ` W CONTRACTOR TO NOTIFY THE ARCHITECT ` r OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z rI� � O v \ � sU O \ Za� � O o z � M F+ PROV 3 8"THK. CUSTOM TECO TO Uw CONNECT THE RIDGE BM. TO ALL HIP RAFTERS. (TYP. ALL AREAS) cn N WU Uen N PROV. 2 - 1 3/4"X 14" MICROLLAM LVL HIP RAFTERS \ d a .. _. Q\v \ PROV. 3 8"TH CUSTOM TECO TO \\ \\\\\K. CONNECT THE RIDGE BM. TO ALL U ;\\\\ \\ \\ \\\ HIP RAFTERS. (TYP. ALL AREAS) lot SECOND FLR. WALL BELOW. TYP. C� +y X +� PROV. 2 - 1 3 4" X 14" MICROLLAM j�, N 's 9 Q LVL RIDGE BEAM \ O9 °c9 QU PROVIDE CONT. CUT 2"X 10" SUB- V >N� FASCIA (TYP. ALL AREAS). ly W PROV. 2 - 1 3/4"X 14" MICROLLAM LVL RIDGE BEAM r 1 P G• 2"k z C� rsr2°R R n 0 PROV. 2 - 1 3/4"X 14" MICROLLAMN O C, �� LVL HIP IRAFTERS 2"x,0 R.R. \ PROV. 2 - 1 3/4"X 14" MICROLLAM c�,s°o.c• LVL RIDGE BEAM W W z 0 > rr \ oc q Q.• N W I, `Z O G X r X r Q` z PROV. 2 - 1 3/4"X 14" MICROLLAM O U N N 2 RAFTER SUPPORTS &HDR. AT +'�fO ' - O 2�-�� ALL DORMER LOCATIONS. \ 2 Gd r (0 (d w \ Xr O / 0 PROV. 2 - 1 3/4"X 14" MICROLLAM / N 0- LVLRIDGE BEAM I SECOND FLR. WALL BELOW. P. 0 .JI Q'� O O i/ --- - - - 2" X 12" R.R. ...1 @ 16 O.C. U U z � �+ w 00, PROV. 3 8"THK. CUSTOM TECO TO CONNECT THE RIDGE BM. TO ALL N (V N / HIP RAFTERS. (TYP. ALL AREAS) X r X r X rrr @ k N ,o R.R. r x,a O.C. 0, / 2"'k CONNECT THE RIDGE BM TOOALLO zz: OA IJI HIP RAFTERS. (TYP. ALL AREAS)LLL 2--k C� 7Q,ys„p cA. 2--k s oR.R o c D 2�) ys Q, d w 0 2 0 sr '4 R z 0 C U 0 m ROOF FRAMING PLAN W or w( w oc r �(r Dcc Dcr U)o cn0 0o THIS DRAWING IS FOR REFERENCE ONLY N Li- 0 LL T LL ONLY& IS NOT INTENDED TO BE SCALED. i (? 1 B f/ r r- r f! D r r r U) NOTE: O INDICATES BEARING POINT LOAD ,. SCALE: THIS LOAD MUST BE TRANSFERED _ 11 W/ADEQUATE VERTICAL BRACING. 'I/41, 1 0 OFFICE SET DWG. NAME: 3.30. 1 1 ROOF 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 IN PART A-2 - 3 OR WHOLE IS STRICTLY PROHIBITED BY LAW, vl � NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD P4 CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE Z CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 v \ � ; U N � D1 l 0 o U 0 OsC7 }' N cq s a� � �N u ' . W w r W M N V � \ U ON . .\ am m o INS . ,.. \V \\\\,\\\\\�. \\. N ✓( / _ \ \' r \ OV. ALTERNATE PRICE FOR DEC \\\\\ PR ,., r RAILING ABOVE. DECK TO CONSIST `\\\ \\\ N OF 2" ,X 10" CONST. E.P.D.M. OVER \\\ \\\ <. / 3/4" PLY., SLEEPER, IPE DECK, RADIANCE RAIL SYSTEM. SUPPORT \\\ SNVIRR \, r TO BE CONT, 2- 1 3/4" GPLAM FRAME \\ \\ \ \ WITH 3/8" STLFLITCH PLATE BRACES 2" X 12" R.R. BELOW. � r I I I z >\ U) \J/ W 77J7 T w r\ r r Z W / t �l Z / r r PROV. "LIFETIME" "GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) v^ OVER 15 LB. FELT, (COLOR T.B.D.) W ' J T � Z PROV. "WEATHERWATCH" UNDER- O S ✓ EDGE OF ROOF UP 2'-0" (fYP CAOLM a F SECTIONS). J ` ALL ROOF o „. rr Q z QCL z W F-- W U --- -- - - _ _ - CIO m LW - --- - z Cn Q rr r r I iy r r - r / r r r r W H IL f W Z W � U � Ow Ow Ow of PAN D> 1) 0j RO wIr °� °M G ° :l wo ) �o I THIS DRAWING IS FOR REFERENCE ONLY s- r I- ONLY& IS NOT INTENDED TO BE SCALED. j U) d rf SCALE: 1/4"=1'O" OFFICE SET DWG. NAME: 3.30. 1 1 ROOF PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT, NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A-2 . 4 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. U S TRUSS/RAFTER ( P84) PLATE-TR \ �/ I� N PROV. DBL. 2"X 6"ACID 2"X6" MTS 26RACING Z SILL PLATE (TYP.) 10" P. CONC. FOUNDATION STUD U SIMPSON HL35 WALL. PROV. MIN. 8" FDN. WALL 11 III O \ N HEAVY-DUTY KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE ;x SHEATHN SIMPSON LSTA21 STRAP R� I 1 u ANGLE BRACKET (TYP. ALL AREAS) �;: RI II' CONNECTION OF WALL Z '- RIDGE WITH (16) 10d X 1 1/2 FASTENER (3) 2"X 10" "I 'IIu sruDTosruD r+ STRAP REQUIRED FOR 16"JOIST 1 SCREW THROUGH I'I i,l I SHEATHING TO WINDOW I (csls) \ O BEAM ( WINDOW I U DBL. MICROLLAM DEPTH OR MEMBERS WITH SLOPE -''ti - BRACE AT EACH I rl; 41 HEADER 1pd NAILS OR HEADER ' 1'�''�'' 18d SINKERS ! STUD TO BAND JOIST rh 0 ® OF 7/12 OR GREATER). PROV. WATER BARRIER BETWEEN -�;.; - FLANGE - ;� „ I I HEADERANCHORAGE v N x HEADER I CONNECTION OF WALL 3"O.C.VERTICAL I (LSTA18) -+ 4"O.C.HORIZON AL I ® � FOUNDATION WALL &ACQ. RIM JOIST. 0.75"X 33 MIL it I SHEATHING TO 2"X 6" STUDS STRORW.AWLLALLLSHEA i Z 00 PICAI� AT 4 1 EAC CORNER) 2" X 10" R.R. "•''"• I���' ' PROV.,,7/8"BOX BEAM \ V ,N•''I PROV. 2 CONTINUOUS # 4 JACK 1 ^ M RE-BAR. (TYP. ALL AREAS) PRE-ATTACHED PHDB WITH I SILL PLATE TO FAY ((12))SD5 1/4 X 3 FOUNDATION STUDS FASTENERS 1' USING USP BEARING PLATE FASTENERS (HBPS/LBPS) w SILL PLATE TO FOUNDATION BP SILL PLATE PROV.METAL FLASHING USING USP BEARING AT ALL WINDOW SILLS PLATE FASTENERS (TYP.ALL LOCATIONS)' METAL SCHEDULE q CORNER CONNECIf"ION D2 CONNECTION OF RIGDE D1 FOUNDATION DETAIL D1 ;X- BRACING D3 CONNECTION OF WALL SHEATHING D5 1 1 N (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER A-3 A-3 M'--I ° d a � (EXAMPLE) (EXAMPLE) EXAMPLE :�\ ( ) ,a\` \ (ALL STRAPING TO BE @ 16 O.C.) >� ; \„\ ;.; PROV. CONIC, TAPERED CAP & FIN. \ � ` PROV. 3 8 THK. CUSTOM TECO TO FLUE CAPS. FLASH AS REQUIRED. PROV. 3 8 THK. CUSTOM TECO TO CONNECT THE RIDGE BM. TO ALL PROV. CONT. "COBRA" RIDGE VENT CONNECT THE RIDGE BM. TO ALL \",.• \� ( } (TYPICAL ALL RIDGE AND HIPS). ) HIP RAFTERS. TYP. ALL AREAS PROV. CULTURED STONE HIP RAFTERS. P. ALL AREAS \•: _ PROV. ROOF KRICKET , FOR CHIMNEY. TYPE T.P.D. - r PROV. ALL NECESSARY FLASHING TOP OF RIDGE -1 PROV. "LIFETIME" "GAF"ASPHALT . — . — , — . — . - - ROOF SHINGLES (TYP. ALL,AREAS) PROV.2-1 3 4"X 14"LVL MICRO-LAM RIDGE BEAMOVER 15 LB..f• (TYP.MAIN RIDGE,HIPS&VALLEYS) PROV. "WEATHE FELT, TOCH"" UINDER- 12 - 12 LAYMENT ALONG ENTIRE BOTTOM 7.5 EDGE OF ROOF UP 2'-0" (TYPICAL) W FAN COIL R - 38 HIGH DENSITY FOIL FACE �7'5 ALL ROOF SECTIONS). UNIT#2 INSULATION. (TYP. ALL AREAS) 2% Y . r�'r PROV. 5 8"ACQ. PLYWD. SHEATH. r 1 RR (TYPICAL ALL ROOF AREAS). v TOP OF 2N[D FL. C.J. - I 2" X 10" C.J. @ 16" O.C. Yr II W 6 WHITE ALUMINUM GUTTER AND = - Q LEADERS. (TYPICAL ALL AREAS). --10 PROV.PROV. S S INTERNAL FLUE OP OF SECOND FL. PROV. CONT. "AZEK" BEAD BOARD & EXTERNAL CAP. _ -� - • — • — • '— — - SOFFIT W/SCREENED 1"VENT. - v , W WINDOWS SPRAY RAFTERS ABOVE W/ BLACK PAINT. (TYPICAL ALL AREAS) - 2 X 8 WOOD STUDS W 1/2" CDX W Z -- - PLYWOOD SHEATHING. (TYPICAL) _�� � PROV. 3 4" X 3"W. RED OAK WOOD PROV. 5 4"X 8" "AZEK" FRIEZE BD. = -= _ FLOORING (NO. 1} AT AREAS PROV. 1 2" ACID. PLY. SHEATHING FILL ALL NAIL HOLES AND APPLY 2 —_ I n COATS "BENJAMIN-MOORE" PAINT I NOTED ON FLOOR PLANS. (TYPICAL ALL PERIMETERS) uj 6 -8 OR APP. EQ. (TYP. BOTH SIDES) ` ` PROV. 3 4" T & G PLYWD. SUB-FLR. II Z PROV. - TYVEK DRAIN WRAP' P. 29'-5" =_ (TYP. ALL AREAS). (� PROVIDE 6" EXPOSURE- NICHIHA -- - ALL EXTERIOR WALL SURFACES.) W SIERRA PREMIUM SHAKES PLUS OR APPROVED EQ. COLOR T.B.D. TOP OF SECOND FL. FLASH AS REQUIRED. - - --- - - --I ----------- _-- -- ---- ---- _ - - - - - PROV. 2-1 3 4"X 11 7 8" MICROLAM 'a - z" ' - - - - -- & DOOR \%' ' - - - LVL OVER AL WINDOWS „- / X 11 /s'w o pr ch 'Z/ -- - _-- @is" (7YP. c� s^oa ALL - OPENING .FLU H P. ALL AREAS)- _ -__ - _ - - s s (TYP. s 0 PROV. TRIPLE CONT. "AZEK" - - y J TOP OF FIRST FL. RAISED BAND: 1 - 8 1/2" W. PACKED OUT, 2 - 1 1/2 BANDS LOWER WINDOWS ABOVE & BELOW. FILL HOLES ___. {--� - -_ -- & PAINT W/ BEN-MOORE FIN. r— � , PROV. 1/2"AC . PLY. SHEATHING O (TYP. ALL AREAS) %' r% " (TYPICAL ALL PERIMETERS) d 9' PROV. 5 4"X 8" "AZEK" CORNER % -- _ -- z BD. TRIM W/ 1" "AZEK" BACK ��' � T 2"X 6"WOOD STUDS W 1 2" CDX W PROV. 3 4 X 3 W. RED OAK WOOD 6'-811 BAND. (TYP. ALL AREAS) !,/;, j/., _ -- T - FLOORING (NO. 1) AT AREAS PLYWOOD SHEATHING. (TYPICAL) = T - _ NOTED ON FLOOR PLANS. PROV. 5/4"X 6" ",4ZEW WINDOW / -I _ R - 21 HIGH DENSITY FOIL FACE z O TRIM W/ 1" "AZEK" BACK BAND. _ - _ PROV. 3 4" T& G PLYWD. SUB-FLR. INSULATION. (TYP. ALL AREAS) (TYP. ALL AREAS) (TYP. ALL AREAS). TOP OF FIRIST FL. _ _ FIBERSTRONFIN. GRADE - AREAS _ PROV. CONT. 1 8" X 11 7 8" "GP 11 ' n�jjz,; ./% ';.. ,;, / __ - _�_ _� _ —fir"I OF DN OPGGPROVIDE WATER _ e , 3-O r ../ ,, GRADE AWAY - _ - = -- - — - — - -- - - -- --- -- -- -- - -- --- - - — ---- TYP. ALL) — -- - -- --v -2rx 1'I-7/8"wl ---- -- - (VARIES) BARRIER BETWEEN FOUND,. WALL ( _ 1s (IYP. & RIM JOIST. (TYP. ALL ARENAS) I W12 X 40 STL. BEAM W12 X 40 STL. BEAM 1--------I W12 X 40 STL. BEAM I I '•y II PROV. DBL. 2"X 6"ACQ. SILL PL. >: WITH TERMITE SHIELD FIBROUS i PROV. 5 8" DIA. X 10" L. STL. BOLTS ` THRU SILL PL. OF LIGHT FRAME ?'': INSULATION (TYP. ALL AREAS) CONST. EMBEDDED INTO CONC. !'•"' �I_l�_____�1_I @ NO MORE THAN 3'-0" O.C. & V-O" PROV. 6" - STRUCTURAL STL.COL. L__L_____J__J AWAY FROM ALL CORNERS. (TYP. , COLUMN ON 2' X 2' X 1' P. CONC. )ALL NEW FOUNDATION AREAS) 10" P. CONC. FOUNDATION WALL FOOTING (TYP. ALL AREAS) WITH 2'-0"W. X V-0" D. P. CONC. PROV. WATER BARRIER BET. FOOTING (CONT.) W/W.W.M. IN FDN. WALL & GIRDER. WALL AND FOOTING. (1 O' VV�ALL) 4" P. CONC. SLAB - 1 8" FT. SLOPE °r 36" BELOW FIN. GRADE (TYPICAL) PROV. W.W.M. IN SLAB OVER GRAVEL TAMPED BASE. TOWARDS FLR.DRAIN. PROV. WATCHDOG WATER (PROOFING ALONG PERIMETER OF FOUNDATION ..•. .•: WALL BELOW FIN. GRADE. IINCLUDING • ..,, ..t •. • .•i .,... . ,. . • ••• •• ' PARGED JOINT BETWEEN FOUND. ---L------------------------------- t. WALL AND FOOTI N G 2'-O" W. X 1'-0" D. P. CONC. FTG. ' r ,Y NOTE: G.C. SHALL VERIFY THAT SET ON (TYPICAL ALL) SOIL. THE HEIGHT OF THE STRUCTURE �f D t! W SHALL NOT EXCEED 35'-0" AT MIDPOINT OF TOP PITCHED ROOF. NOTIFY ARCH. OF ANY CHANGES. c i LU 2" X 8" BLOCKING ROOF (2) 2" X 4"TOP PLATE WALL STUD J U U� c�3m TRUSS SHEATING TO 3 TOP PLATE. BAND JOIST WALL STUD O; Ow 0�1 WALL FLOOR FRAMING STUD DWIr DWtr DWm Dir D� DIz CLIP ANGLE (BO(TH SIDES OF �0 �0 �0 CONNECTION) KAIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" { � � (3) 2"X 107" � �' BOTTOM PLATE DOUBLE WALL STUDS WINDOVW CONNECTION OF WINDOW BAND JOIST r r r 8 SCREWS (4 PER LEG TOP PLATE � HEADERS HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR r r r SIMPSON LSTA18 STRAP WITH SUPPORT BEAM (n � It) (o 2"X 10" RAFTER (12) 1 Od FASTENER. (A v PILE TWO- MEMBER FLOOR SUPPORT BEAM CONNECTION OF FLOOR FRAMING SCALE: METAL HURRICANE RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 CONNECTION OF WALL TO FLR. FRAMING /4"=1'O" WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER SIMPSON LSTA18 STRAP WITH CONNECTOR TO STUD AND RAFTER. 2"X6" INTO FLOOR JOIST AND SUPPORT BEAM (12) 10d FASTENER. JJACK DWG. NAME: WALL STUDS CONNECTION OF BAND JOIST TO SUPPORT SHEATING SIMPSON LTP4 STRAP (12) 8d X 1 1/2" BUILDING SECTION JOIST TO HEADER J(DIST D4 CONNECTION OF TOP D6 BIRDSMOUTH CUT D7 CONNE(CTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING D9 CONNECTION OF WALL 1 (EXAMPLE) A-3 WALL PLATE TO WALL STUD. q-3 LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 A-3 TO FLOOR FRAMING. A_3 DWG. NO.: (EXAMPLE) (EXAMPLE) (EXAMPLE) (EXAMPLE) A-3 NOTE: \ W PROV. CPS. TAPERED CAP & FIN. CONTRACTOR TO NOTIFY THE ARCHITECT U FLUE CAPS. FLASH AS REQUIRED. OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL PROV. CONT. "COBRA" RIDGE VENT PROV. CULTURED STONE - PROV. ROOF KRICKET CONTRACTOR WHICH DIFFER FROM THE `g vn (TYPICAL ALL RIDGE AND HIPS). FOR CHIMNEY. TYPE T.P.D. - - PROV. ALL NECESSARY FLASHING CONSTRUCT. DRAWINGS/SPECIFICATIONS. ~� Z-TOP OF (RIDGE — . — . — , — . — . _ ..T,T,T,TT ,T` 't _ 0 i r I \ 1 , I--' - -•7`T�7`:.r� __S._,. `:;:-..r_-'' , ._:.� I. 7`T`L` =L -1.1- - _ — -L-• - , _ V I rl- i-_ r— r r-h?': r .�� •.�,."7. i`7.S_•,7.r 7I-,.L'- — i:]71-1'Sr1. _I.._ L.-: S 7I IS r.' ...i,.S:rl.Lrj �.t r�.-.C_r .r — _ — _ �--I�-�r� ].�-I,.�1�'- 1 J 1 � ` _.IL? �.TTT�; tip _ I r ;I zl � I - �L' r- • _ � .-,'T'7;5��1�� �..-,�T:�S��.0..I�ir.,'` _ `a'r• rt �.Sr7T-�-7--1'' i;:: I.T_ _,I7L I. t. L_r 'i�i 1. _t"_� ir. 1..I�rLI s 'rrr � T SrTr PROV. "LIFE ASPHALT L , .,�. -rig _ • - - _cr-r-I- rI "GAF" - I' v� . =I,T �r - - --- •--- T-'•- •-r - _r1 1 Ir r� � -r I- -.f_:: .-.7=1h ROOF - r..T - Li'' i r7;E I :� r..4t, LES P. ALL AREA rir r rrT. I=r r rT \,Ls1]I" . T. r ,- , - r'I r 7 J. =r s SHIN (TY $) r rS r, T=r _ ,; I�`T �L T-1,r: z�;-t s ri'L':,,,. r s_. \ ] - - T' r_ _a.._. r " T i'i; 7i1_ri 1 r;"r - v .-� _ i. (COLOR T.B.D _7 ".,r r-- T --���,-- r I.�r �-r4r:=r� I r r`L� 1 �,� ,�z_,, OVER 15 LB, FELT, •) i i_T-i J 7 Zi T I ;2I7_`. ry.LS r �.. _ �-`'•-� - ,-I- T 'r.rr i" �.D �\ .i ..:iL-f7_.. 1;.. ,i i� � 12 z,r - r; Lr1rrr` T -ram 1r. zrr ,rT T` _ /" \ z; xT?1 1 L PROV. WEATHERWATCH UNDER- U .� -f - - - -.,_`-- ,-----*-' -7 7,"',I- -ST ,I"*T ,Yr�T� -- / _ _I l / T t_r).' S,..: _ p {••, Irr :, /,>j. ,-: r 1:.`7'.r., ITiTr LAYMENT ALONG T, - '/ /�„r> r. II ENTIRE BOTTOM o 7.5 r" r T- I ]: - rt r-: r 'zT ,r"' r r Ts. �r c T I � ;Ei r: 7 r - - rl.'y _ z]-'i rr' r�ir�lrlrrrr�! L _r_.•- ��.��;:,��,�.�'' T'r"1` r Tr =i rr I I_I _i. EDGE OF ROOF UP 2 O \ L .r, r. _ .,• -Srr=z`r t17`,z?s�r ,; 'i:r r_r. - _ 7s r_1 (TYPICAL) c C7 N ,r �. r 1 ' y T r_#i I / z `i TOP OF .2ND FL. C.J. ,_rrL - L�' - - : , ? j % % rr' 7�. rl I /i. r� I_r r T' 1 ALL SECTIONS). I �.. r_ r r� rT Tr_ ri , //, % TIr., Isil,r;:Ii l .,I. 7 / 051111 r rt`' I srT z ROOF r r Is -7 `I ,_Z_I_, .'T"'._`r. ._*"7r-rTrr,--,-'7 -•y-Lr-�''-"r- - r _LTS.- ',._.. :.75-T.,riT. T: iT N -r^- - — _ , 'Z. T -- L..._._..L— .,.`i l+-4tr..... 'r Ti•` ? L _ .,:C'" ...I "- - rZ - - - i _,z_L. _r,Z T1Y_ _ L`I r_L, i•_.1" Imo--- - TL . ..,"YETI 00 �, . - T I'_'r? .l T T-�,- __ - �,. _ _ - - "�f-i, �+ -- i`I_._,�..5 - r'�,`L�I`_7 I. ,S I,- ri. .: r///,,., , 7 ,,S,L,_,.,l ,._.._ L,' '-.'' .,.I_`i_' r _ ` - /, =i_'S .';h- - ,-Lr r�� o " u " ,r r/, ., I.-:,T_TT_ I- `T-L_-l_ L _I T 1'S`T r r - - - /, / ,�" // _S`-- 'r_ - '? -•-ram - P R U.//, 7�� 7 r r' I. r r. `, r_ r-r-r - W. 54 X8 AZEK FRIE�,. . 1 .r,1-"i S.-YS�:.T�. S r - r - - 1": - - '� '/ / t - - _-'�'' i - r' ;7T _r I I' r�"r I.'.: ZE BD. N I1 �..� r .r�rI.7� ..,-' i r - _- - C.._I-7;TTZT• rZ'.'. T, .f.-I--T�r.� - '., L 1-;T- \ L 4 - - -��.__�.T.�r -,_� - }� Lr s 's 1 L : z_ r _.rs I-r lTr.;r' 'r =_ � `T_ L FILL AL aE _�- _ _r - - - -�' ;- r. z _ :i :1 r_. �.1TLIr L NAIL HOLE AND APPLY r- r 1 I _�� I s -r `' ', fr S A Y 2 U� y,1 _" - t - -:.' I, , S _ ...5_ ., _� r�r- -Y T 1--"- - - --.r.. r,. "i` -:-r - - - _ .I_ram ;,-: - - _� L ,.7`.r`_ .: 7.s_.iI _.-•-.r.---,� f `I. - 1I._. ��''.. " " s I._ r r.. � rrI I__ IT_: .I S r .i .-, 'a. ;= =r r 1-1T-. COATS BENJAMIN-M M I.I r,zL.4. -r?s z srrL -.. r_`r'_-tyr.`_ :.7-.T rLl� _. ` , I'r' :r'.,- - 7` _ PAINT Pi s Tri ram' =rr:`"r;` - I. z ,- tj :rtr_ 1r I:I_,,I_T_ 1 OORE �D ` SI r s_ z rT. I. L� r I. r 1• z_rt �. T I - 7 _.Iltr' it L. •__z - s. YTs T I OR APP.I I" L,.T i I_r i` i_ EQ. P. BOTH SIDES \ u, 1: T �- Y _ , r S S`I L-_TS 1 ''TI:_"TS?" _,-..r• .,-L_.i`_._•T. - _ _ _ _ _ _ _ _ ]_'.:T" Ir_rr rrzT . . ... , 1 I...�'i.:r:rrI T ,- , - a.-: T r.r ;rr ] r r ] T 7` rsr_ >�.r_a_ .-Ii rTz rTt .r mot_ ) 1 i ] S_-...i,�..,. L,t I,_..__ i 7." S 1 Z �-�• "..-.i,L ,'.. L f�l. l Tr_ �...... _ T�_- .I. - t .- \ T i I._,._. .T_. _ _I ..�.I-Tt �.i_ _ ,11 - - - - - - --rr-1—T- I- r-r• y,- - - -r - �.S_. .r'rl.yT1.I T, T ITT _T] 7 _,_L,��i._ _ _r;_f':.S�Z_:-r�...7- ? i'=1'1_' L;.��.�T.tir1;:- '-_( n U -- r'T . r�,_ .._. �.,r.-.� -L-,T.,I.�rl ��,I T`r�_r.T_�r''-' IL.s .y __ _T.-. �1 I] • ] I:,- TTr s T�� . ' s� . z• •,Tr -,y 'I;" i r`-1 6 WHITE ALUMINUM GUTTER AND�7,7 L*., I.L_r. -I r`=t `� �I - r..1 1-4' L� LEADERS 1 u (TYPICAL ALL AREAS 1 O-9 - T - - -- - ) o,m cq ` -TOP OF ;SECOND FL. WINDOWS /r / - - - - - - - - PROV. CONY. "AZEK" BEAD BOARDf0 06 r%/ al/ r;' /; SOFFIT W/SCREENED 1"VENT. c N ' SPRAY RAFT i/ /, ,, % RAFTERS ABOVE W BLACK Qi Q / / j / / / �.�.� t•, to PROV. / i, / PAINT. (TYPICAL %/ ✓- / /,;/ /;, / / (TY AL ALL / / � I / \ ,%, �• �i � -PROVIDE6 EXPOSURE /. /�:- � � SIERRA' i PREMIUM - r' SHAKE r �.r / /,' . - \ I i,,' / / r, '�/ ,/. / � r/ %� � / / r; / ;� /, PROVED EQ. COLOR n //, %' / "/: / ,� r ��. ,., /, /, ..r '•'i- r '/ / /%> `// �. T.B.D. \�\..� \ 29 5 I / '-,r / `/% � ' ' r, '% %`:%// ® i % LL � � �i FLASH AS REQUIRED. � �.�:�'. �:, r / / // / / j ;;/ ,\ \C \ \. - — PROV. 5 4" X 8" "AZEK" CORNER BD. TRIM W/ 1" "AZEK" BACK TOP OF SECOND FL I 1__ BAND. (TYP. ALL AREAS) \ °\ ` \\ 'r, --- -- ----------------- — ------------------------------- - - - - — - — -- ---------------------- ------------- ------------------------------- TRIM 1 r:! ; r,, ./; ---- PROV. 5 4"X 6" "AZEK" r ---------------------- - --------------------- ------------- ----------------- ---------------- W/ 1 "AZEK BACK BAND. .� ' -"- - - — - - -- - - - ----- -- -------------------- ---- ------- "AZEK' BACK . I - I J (TYP ALL AREAS) �����\.',.�. �\���. TOP OF FIRST FL. WINDOW t� -�- ® AZ PROV. TRIPLE CON RAISED BAND: 1 8 PACKS - r r: % i / D OUT, 2 1 1/2" BANDS /.' / % i �i. / is jr r LOW. FILL HOLE/." /, j / % �,. / / ABOVE & BE S i,. / /. / .i r r,ZOO & PAINT I � /,. �' ,- /., / i., �; / W/ BEN-MO R /, / -MOO RE FIN. // %%. /,.; !: o :r /� (TYP. ALL AREAS sir //< % % i </% ' jj /, j, ,/, j %, /,' / j it i. .i ) 9 r ,,/ z%. / / / /0011 / / i. `✓"/ / / 5" 1 1 4",/: / AAA/ /61-811 BL ONE BEVELED x EST /. /. o /' //' '/., ell, LEDGE. PROV. CONY. FLASHING _ - — / j r / /; FROM BEHIND SIDING TO BTTM. _ FRONT EDGE OF BLUESTONE. /� /, -�_ - J TOP OF FIRST FL. �,' - „ ',� ',�' r= ,: _ - ,�_ : - Ir�"'"� - - =� � - - __. J �_ �" -r_ � �_ �--�`. / ' ?i FIN. GRADE - - - - -_- - - - - - - _ - - - , - u� - 3'-0" 1 .% '. ;,' ' o; GRADE AWAY _ _ - _ - - _ - - �� - - '� _ _' �- - 'I. - - - - - - - - -- - - - - - _ '-'��� - '(� - __ FIN. GRADE W Y (VARIES) (TYP. ALL) -i - _ " _ --I _ �"c - - - L - -_ -- - _ _ _ _ - _ a -_ _ - - - - = I GRADE AWAY (TYP. ALL) 0 1 I I_j _J "COLORADO" - CULTURED STONE I --J L---L______ L__J COLOR & STYLE T.B.D. (TYPICAL) ------------------- I I I I I NORTH ELEVATION W I I � I z w II II W U) I I 0 O ------------------------------------------------___--_-__—_-___=-----_---_-------------------------------------------------------------------------------------J o J------------- I--�--------------------------------------------------------------------------------------------------------------------------------------------------------------------- LL �- 0 El OJY-' TOP OF RIDGE _ _ _-" - - L z - f W \ \� PROV. "LIFETIME" "GAF"ASPHALT 0 ROOF SHINGLES (TYP. ALL AREAS) 12 \\ OVER 15 LB. FELT, (COLOR T.B.D.) 7,5 \\ PROV. "WEATHERWATCH" LINDER- / � LAYMENT ALONG ENTIRE BOTTOM 41 j/ ' / ALL ROOF SECTIONS). TOP OF 21ND FL. C.J. % �� �""' �' �`� '� \ PROV. 5 4 X 8 AZEK FRIEZE BD. Fes' FILL ALL-NAIL tt OLES D APPLY 2 i -- ---- - -- -� -- - COATS "B NIJAMIN MOORE" PAINT -" OR APP. EQ. (TYP. BOTH SIDES) ---- 6" WHITE ALUMINUM GUTTER AND - - - -- _ LEADERS. (TYPICAL ALL AREAS), 10'-9" �— TOP - SECOND FL_WINDOWS PROV. CONY. "AZEK" BEAD BOARD r, SPRAY AFTERS ABOVE W/BLACKPAINT. (TYPICAL ALL AREAS) PROVIDE EXPOSURE - NI HIHA SIERRA PREMIUM SHAKES PLUS j 1 n ;;, 1 u 6 _8 OR APPROVED EQ. COLOR T.B.D. 29 -2 FLASH AS REQUIRED. --- � / tt - PROV. 5 4 X 8 AZEK" CORNER BD. TRIM W/ 1" "AZEW BACK 11 TOP OF SIECOND FL. BAND. (TYP. ALL AREAS) L--------------------- ------ 1 j j; - - - - --------------------- - ---- -J PROV. 5 4" X 6" "AZEK"WINDOW - - -- - ---------------------------------------------------- T---------------------- -------_-----=_----- --------- ------------------------------- ------------------ TRIM W/ 1" "AZEK" BACK BAND. -------- ------ . ALL AREAS) p _ W TOP OF FIIRST FL. WINDOW i %, , .�/, D / RAISED BAND: 1 - 8 1/2"W. (q ,/ /" PROV. TRIPLE CONT. AZEK' -- PACKED OUT, 2 - 1 1/2" BANDS ,, ' ABOVE & BELOW. FILL HOLES j j 'i? /•':' & PAINT W/BEN-MOORS FIN. 1 a• //� d/c/`'j' /j All', (TYP. ALL AREAS) 9 j j ' --- -- - /%/61-811 / j % /, % i - -- / uj - - - - — - TOP OF FIIRST FL. _-- x - / m FIN. GRADE - _ _ _ - - � -_ - -- - rr x ', 's IN GRAD - _ - _ _ _ - aC-- -- _ - - - _ _ __ - - -- - _ - _ _ " 1 ;";�r'' :.'. ./r.: E AWAY - -� ��i- - - -��J_ - - - _�- ,n— -- - =ter - _ - - _ - -- _- - _ - - _ _ - 3-O %., ., -- /, , P. ALL = - - - -- )1 1 - - - - _ _�_ _V = _� _ - _ - - - - _ - - FIN. GRADE > > - - _ (VARIES) ) Y �- � GRADE AWAY 0� 0� �W (TYP. ALL D D jr j� I I � � U)o O 0 O _� _ _ I I N I I I I I I I I I I I I I I I w W W -------------------------I --I -----------IJ--17-----11--17----------------- I_ D r r r I� I� -� "COLORADO" - CULTURED STONE co 1 0 cD I ---L------I---J -----------------------------1---J-----------1--- 1-----1---1-----------------L--J COLOR & STYLE T.B.D. (TYPICAL) U) 4 4 �t I I I SCALE: SOUTH ELEVATION - 1/411=1 1011 OFFICE DWG. NAME: rr f CE SET 3.3�. 1 BUILDING ELEVATIONS ---- ---- --------------------- ----- ------- rI Li-------- - -------------- --- ----------------------------- ----------------------------------------- 1 I� �� k r f THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ------------------------------- --------------------------------------------------------------------------�--� • .', ',' ,^.-,y,,�,�.r, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO I I ;; REVISIONS,CHANGES,AND/OR MODIFICATIONS L--------------------------------------------------------------- ------------ --------------------I SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4 OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE uu CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ Z rI� � O v U N c, U x r. N z00 � �N U clw U M N Ooo U �4 N X1 \\ N ... . \..NK�Um :a \ \:.oaf\���., ..\\ \C, 1%,imp. ..:\oi:.'. W U z WY Q0 0 cf) W z W � z oD 00 o J z � - TOP OF RIDGE - —r PROV. "LIFETIME" "GAF" ASPHALT 12 �- OVEOR SHINGLES5 BFELT COLOR T B DP. ALL S) 7 5� C - -- LAYOMENT ALONG ENTIRE BOTTOM 1 (TYPICAL) CA ) -1; 'r ri-r.r':r'-IIr EDGE OF ROOF UP 2' 0" L 1 .. -, :T.r ?; __11 _I L,i rlLl-,i`_ �,I7.1 �+ � rir -T T' .�S r'r�rr7. ram.1. L7S^_7�T. ]-.Il L.,T r t r_I__ , >r - �. �I�?r 7 ,�I� _'r' I z r' r: _ PROV. 5 4 X 8 AZEK FRIEZE BD. FILL ALL NAIL HOLES AND APPLY 2rr I i. if OGRE" PAINT COATS BENJAMIN-M r I r-z-Ir-� �-r.`r` TOP OF 2ND FL. C.J. 1 �r ' 1 `rrzT t z 'i{ -' I jT � � 1�r' EQ. (TYP. BOTH SIDES _;,1_�__�1__ -- -�- = 6' WHITE ALUMINUM GUTTER AN �'Viz,. 77 i %i T-T rS) i I f1- � T1T F Lz r LEADERS. (TYPICAL ALL AREA �' ''I� �L-'r`T" - t 'T-It -{� •.,�T� r� �- `T' T� t r� T 1 IT, - ,,._1 �.. 10-911 TOP OF SECOND FL. WINDOWS Olt ' j j j..it PROV. CONT. �;AZEK BEAD BOARD 7 ,7 SOFFIT W/SCREENED 1" VENT. „% ,/ %. SPRAY RAFTERS ABOVE W/ BLACK % PAINT. (TYPICAL ALL AREAS) 11 - .,_L':�- `Ii?' iT-r ..I,_7_�. _C i,.S' tS�.:L TT_ .,T_`TTT-T,..]-'-Li-i- / :/ �� %' /i ,%/ / % %/ //' j j n n 29 -2 -rI r1,Is_�,.rTsr:_•�. i T--"- .---- ,,4r.� -. T-I PROV. TIMBERTECH RADIANCE RAIL" --�te-r-� z=- SYSTEM FOR ALL RAILINGS OVER :7;2`Sr;TL T"I�T�T�-4 �I� =�T':rT --- -- -- - - - - - 7 r 7 I;_. s-L� '-`z, ,.r r � 4"X 4" ACQ POSTS. CAULK ALL Trsrlr r r?rTrlrT lr �[�=t ??�jr � ?=,? �? i EXPOSED JOINTS. (TYP. ALL AREAS) TOP OF SECOND FL. mil 7r r` S r_` T r -,.rr, .Li_ . -,T_I. _ / 6 W. (TYPICAL ALL DECKS). PROV. "IPE"IRONWOOD DECKING .. r . ._�. 5 Ott ;; W PROV. TRIPLE CONT. "AZEK" i' i / % i\ % %%' /', RAISED BAND: 1 - 8 1/2" W. '` -X �''' PACKED OUT, 2 - 1 1/2" BANDS TOP OF FIRST FL. WINDOW / ' � � "�� �� / � /// ABOVE & BELOW. FILL HOLES ,i i i' PAINT W/BEN-MOORS FIN. (TYP. ALL AREAS) a /. / Q 9 %` . / PROVIDE 6" EXPOSURE - NICHIHA Y % SIERRA PREMIUM SHAKES PLUS U' OR APPROVED EQ. COLOR T.B.D. Z i ✓ %! /' %/ i^ /' , % ':, /„ j . % %, \ FLASH AS REQUIRED. W 0 "IONIC STYLE" ------- �' STRUCT. F BIERGLASS COL. 0 U m PAINT AS REQ. (TYP. ALL AREAS) 0 UW 0W TOP OF FIRST FL. -- 1 1/2"THK. SLATE TOP OVER /., GRADE - - - - - - - _ - - - ELDORADO STONE 8 H , '.: GRADE AWAY - - - - - .Jr - _ _ _ _ - _ - __ i - - - _ .- _ _ - -- - -- -- - _- ---- 1 . BASE. i, _ _ .. `" D D Q �� � � " " " � 3'-0" �;;-\ i:,' .%'' P. ALL - =J,_ _ _ - T = - - - = r - - tt t " t; W W W r, o (TYP. ) _ - - J f - _ PROV. 5 4 X 8 AZEK CORNER E' ( F'.. ARIEiS - _ - _ _ ( � - �, -�- - r.a_. ,� J BD. TRIM W/ l tt "AZEK" BACK F F I D T D tr D T \ `, ~, BAND. (TYP. ALL AREAS) O O O - I T- IL � I L L __L ------I r r _ __ _ F_ COLORADO - CULTURED STONE U) L---I--I--- ----------------------L---L-L---------------- L__J L___ I IL---J L--J COLOR &STYLE T.B.D. (TYPICAL) E' I SCALE: RIP 2"X 10" ACQ. F.J. 1 8" PER 1'SLOPE W/ 3/4"ACQ. PLYWD. OVER I EAST ELEVATION 1 I 1 5/4" X 4"A. ER SLEEPERS. O E P DO NOT � "I/4"=1'O" NAI1 I I 1 DO NOT NAIL SLEEPERS TO EPDM I OFFICE SET DWG. NAME: 1 1 1 1 3.30. -� -� BUILDING I I I I I I 1 1 1 ELEVATIONS I I I I I I I I I I I I I I I I I I L------------------------------------___________J_1-------_ -__-_-------J THESE DRAWINGS AS INSTRUMENTS OF SERVICE, r—L—Li—---------------------------------------------��-1�--------------------------7J—�� ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: I I I I REVISIONS,CHANGES,AND/OR MODIFICATIONS --->_----------------------------------------------- ____1---------------------------- ---_ SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4 . 1 OR WHOLE IS STRICTLY PROHIBITEDI BY LAW. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS NOTE: U CONTRACTOR TO NOTIFY THE AR GENERAL NOTES (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA OF ANY AND ALL REVISIONS DUE O'FIELD CONDITIONS, CLIENT,AND OR GENERAL � 1 FAMILY DETACHED DWELLING MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) 5 CONTRACTOR WHICH DIFFER FROM THE 1� � HEATING CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ z ' DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM1'2 WINTER ICE SHIELD O FLOOD ZONE 1 1 B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW DESIGN DESIGN UNDERLAY. HEATING DAYS = 5750 LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED HAZARD u ONE 11 B 0 45 R-38 R-21 DEPTH p� COINCIDENT WET-BULB TEMP. = 73 5750 R-30 R-10 R-9,2 FT R-38 N 0 , SUMMER DESIGN DRY-BULB TEMP. = 83 LOAD BEARING z VALUE OF MAP#36103C166 G WINTER DESIGN DRY-BULB TEMP. = 6 EXPOSURE SOIL 3,000 PSF MODERATE ZONE 11 B U 45 PSF CATEGORY B B 'SEVERE TO SLIGHTLY TO 12' FOOTINGS HEAVY MODERATE '= 11' YES EFFECTIVE DATE: O �, N 10.45 REQ U I R E D & PROPOSE D = I CLIMATE-SPECIFICQ 120 MPH MAY 4TH 1998 GLAZING "U" FACTOR = CEILING R VALUE 0.45 USE-16" z � EXTERIOR WALL R VALUE = 10.45 N PROPOSED MINIMUM NOTES: G FLOOR "R" VALUE = 10.45 DESCRIPTION R-VALUE R-VALUE 8" P.CONC. FNDN. WALL ON TOP OF FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS V w TOTAL EXTERIOR WALL SQ.FT. = 5,548 SQ.FT. WALL TYPE 1 10 P.CONC. 9 H. R - 10 R - 10 A CONT. FOOTING. OVER OUTSIDE AIR. TOTAL WINDOW SQ.FT. = 607 SQ.FT. WALL TYPE 2 2"X6"W.D.STUD R - 21 R - 21 2" X 6"WOOD STUD WALL WITH 1/2 CDX PLY WD. U INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR DESCRIPTION U - FACTOR X AREA = UA DESCRIPTION = UA 0 rn TOTAL DOOR GLASS AREA = 300 SQ.FT. WALL TYPE 3 2"X4"W.D.STUD R - 15 R - 15 2"X 4" WOOD STUD WALL WITH 1/2" GYP. BD. R-VAILUE DEPTH FACTOR R-FACTOR X PERIMETER = 907/5,548 X 100 = 16.4 WWR U N FENESTRATION AREA ROOF TYPE 2"X 12' DOUG FIR R - 38 R - 3$ GAF TIMBERLINE LIFETIME ROOF SHINGLE. CEILING R-�8 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-O" R-10 0.56 2,084 SQ.FT. 1,167 � � � TOTAL SO.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" O.C. INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2'-0" R-19 0.56 -- N/A EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 1,714 UNHEATED SLAB 4" R-4.5 N/A 2.377 SQ.FT. N/A " '\ '\ \\ 'O"' �\\ 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" O.C. �� \\�., �;?'. MINIMUM EQUIPMENT PERFORMANCE Im 4" P.CONC.SLAB ON COMP. FILL ".< \' SLAB 4" P.CONC. R - 9,2 R - 9,2 W/VV W M. 6 X 6 REINF. 'TOTAL AREA 13,354 SO.FT. TOTAL PROPOSED UA 1,167 ,\ \ \j �\\ EQUIPMENT CATEGORY EQUIPMEN7T CATEGORY MINIMUM \ \\ PERFORMANCE OIL-FIRED STEAM AND DOE IOCFR PART 430 NAILING SCHEDULE WALLS, WINDOWS, AND DOORS DESIGN CRITERIA \\ \ HOT WATER BOILERS SUBPART 13, APPENDIX N. AFUE 80%b,d. \\\ REF. TABLE R301 .2(2) \\ \\ \. < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION INSULATION - DESCRIPTION R-VALUE U - FACTOR X AREA - UA CONNECTION FASTENING SPACING AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) NO. COMMON WALL R-21 Uo=0.14 4337 SQ.FT. 774 WOOD FRAME CONSTRUCTION GENERAL FLOOR PLAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED)6_D16" O.C. 3 8d PER RAFTER WINDOW R= .3/SQ.F7T. 0.35 712 SQ.FT. 250 ZONE ROOF > 30'-40' X 1.53ROOF > 300-40- X 1.53 WIND SPEED 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 120 M/HR 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-81D EACH END TOTAL AREA 5530 SO.FT. W SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END r , 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT v METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE DESIGN CRITERIA FIRE RATED GYPSUM BOARD AT GARAGIE SIDE WITH U-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. REF . TA LE 1609 . 6 . 2 . 1 (1 ) W ADJACENT WALLS & CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES MAIN WIPNDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba cl O 4. ALL BATH/TOILET AREA WALLS AND CILG. ADJ. TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. EQ. HORIZONTAL LOADS VERTICAL LOADS >" 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST WIND LOAD ROOF VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OR BLOCKING (FACE-NAILED) 2-16D PER FOOT OVERHANG W GENERAL FRAMING MOTES 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR z W ROOF ROOF ROOF ROOF ZONE ZONE 15 BRIDGING TO JOIST (TOE-NAILED) 2-81D EACH END 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STIUD GRADE OF BETTER 16" O.C., TRANSVERSE 30'<ANGLE < 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -1 1.6 -13.0 uj ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-81D EACH END 120 z 23.7 ALL ANGLES 22.8 -1 1.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK TO BE PRESSURE TREATED. 0 OF AREA W 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST S.F. 0 JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST O R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT 0- 4. PROVIDE X-BRACING OR SOLID BLOCIKING AT A MAXIMUM OF 8-0 O.C. BAND JOISTS TO JOIST (END-NAILED) 3- 6 FOR ALL DIMENSIONAL LUMBER FLOOR' JOISTS. 20 1D PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 O J 5. FLOOR CONSTRUCTION: 3/4" T. & G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD MINIMUM REQ'D. PROPOSED J MINIMUIM SQ.FT. OF NET GLAZED OPENABLE TO FLOOR JOISTS. 23 DIAGONAL BOARD SHEATHING USE REQUIRED PROPOSED SLOPE HT./ SLOPE HT./ USE AREA LITE/SQ.FT. AREA% VENT/SQ.FT. AREA% 6. ALL WINDOW AND DR. HDRS. TO BE NAIN. (2) 2 X10 UNLESS OTHERWISE 1 ' PER SUPPORT FURRED HT. FURRED HT. „X 6 OR 1 X 8„ 2-8D O SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X'10" UNLESS OTHERWISE 1 ST. FLOOR 1 ST. FLOOR SPECIFIED. 1"X 10" OR WIDER 3-81D PER SUPPORT 0- KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 7'-6" N/R 10'-0" KITCHEN 70 SO.FT. 141 SQ.FT. 34% 62 SQ.FT. 15% z 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD W DINING RM. 70 SQ.FT. 293 SQ.FT. 6'-8" 7'-6" N/R 10'-O" DINING RIM. 70 SQ.FT. 189 SO.FT. 23% 176 SQ.FT. 21% 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS W 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. GREAT RM. 70 SQ.FT. 542 SO.FT. 6'-8" T-6" N/R 10'-0" GREAT RM. 70 SQ.FT. 7/16" 6D 3" EDGE/6" FIELD 10. TYPICAL EXTERIOR WALLS AND ROOIF TO BE SHEATHED WITH 1/2" EXT. BATH #1 30 SQ.FT. 35 SQ.FT. 6'-8" 7'-6" N/R 10'-0" BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SO.FT. 13% GRADE PLYWOOD. PLYWOOD TO SPAN (OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD LAUNDRY RM. 70 SQ.FT. 128 SQ.FT. 6-8 7-6' N/R 101-011 LAUNDRY RM. 70 SQ.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5/° 11. PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD FOYER N/R 121 SQ.FT. 6'-8" 7'-6" N/R 10'-0" FOYER N/R 17 SQ.FT. 14% 21 SQ.FT. 14% BATH #2 30 SQ.FT. 37 SQ.FT. 5' T-6" N/R 101_011 BATH #2 30 SO.FT. 6 SO.FT. 16% 3 SO.FT. 8% GENERAL ELEVATION NOTES 30 DIAGONAL BOARD SHEATHING STORAGE N/R 36 SQ.FT. 6'-8" 7'-6" N/R 101_01, STORAGE N/R 10 SQ.FT. 28% 5 SQ.FT. 14% 1" X 6" OR 1" X 8" 2-8D PER SUPPORT BATH #3 30 SQ.FT. 68 SQ.FT. 5' T-6" N/R 101_pil BATH #3 30 SO.FT. 10 SO.FT. 15% 5 SQ.FT. 7.5% 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1" X 10" OR WIDER 3-8D PER SUPPORT BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS STUDY 50 SQ.FT. 471 SQ.FT. 6'-8" T-6" N/R 10'-O" STUDY 50 SQ.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS 2ND FLOOR 2ND FLOOR 2. GENERAL CONTRACTOR TO PROVIDE:ADEQUATE ATTIC VENTILATION & 1" OR LESS 8D 6" EDGE/ 12" FIELD ROOF VENTS. M. BEDROOM 70 SQ.FT. 328 SQ.FT. 6-8" T-6" N/R 91_0.1 M. BEDROOM 70 SO.FT. 107 SQ.FT. 33% 73 SO.FT. 23% 3. PROVIDE APPROPRIATE SOFFIT VENTIILATION AT OVERHANGS. GREATER THAN 1" 10D 6" EDGE/6" FIELD BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' 7'-6" N/R 91_0.1 BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SQ.FT. 8% 32 DIAGONAL BOARD SHEATHING BEDROOM #2 70 SQ.FT. 245 SO.FT. 6-8" T-6" N/R 91-01. BEDROOM #2 70 SO.FT. 33 SQ.FT. 14% 17 SO.FT. 7% 1" X 6" OR 1"X$" 2-8D PER SUPPORT GENERAL PLUMBING NOTES M. BATH 30 SQ.F'T. 172 SO.FT. 5' 7'-6" N/R 91_011 M. BATH 30 SO.FT. 40 SQ.FT. 23% 20 SQ.FT. 12% 1" X 10" OR WIDER 3-81D PER SUPPORT M. CLOSET 1 N/R 42 SO.FT. 5' T-6" N/R 91_011 M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% 1. PLUMBING SUBCONTRACTOR TO BE [RESPONSIBLE FOR COMPLIANCE W/ 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R 91_011 M. CLOSET 2 N/R 5 SO.FT. 12% 2 SQ.FT. 5% ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE 2. IF WALL PLATES OR JOISTS ARE CUT' DURING THE INSTALLATION OF TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE HALL/FOYER N/R 312 SO.FT. N/R N/R N/R 91_011 HALL/FOYER N/R 45 SO. FT. 14% 23 SO. FT. 7% PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, PER ALL APPLICABLE CODES. z SHALL BE USED TO MAINTAIN THE LOAD PATH. BATH #5 30 SQ.F-T. 73 SQ.FT. 5' 7'-6" N/R 91-p„ BATH #5 30 SO.FT. 15 SQ.FT. 16% 7 SQ.FT. 8% WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. LINEN CLOSE N/R 22 SO.FT. 5' 7'-6" N/R 91_011 LINEN CLOSE N/R 5 SQ.FT. 23% 2 SQ.FT. 9% GENERAL HVAC SYSTEM NOTES BATH #4 N/R 52 SQ.FT. 6'-8" 7'-6" N/R 91-011 BATH #4 N/R 20 SQ. FT. 38% 10 SO. FT. 19% �L1J GUEST BED. 70 SO. FT. 287 SQ.FT. N/R N/R N/R g_p GUEST BED. 70 SO. FT. 86 SO.FT. 30% 62 SO.FT. 22% co 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. APPLICABLE CODES AND SAFETY REQUIIREMENTS. 1 1/2" #8 WOOD SCREWS 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND 12 12 16 F- REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 6-0" < PANEL 6-0" < PANEL 2'-0" < PANEL W 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING SPAN SPAN < V-0" SPAN < 6'-0" &SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT ALTERNATIVE FOR.A OPNG. PROTECTION z o SUPPLIER FOR FINAL REVIEWND APPROVAL. Z WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" W J U AND MAXIMUM PANEL SPAN OF 8'-0" Jz D 3 EMERGENCY ESCAPE/RESCUE OPENINGS SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND Oyu 0� OW SECT. R31 O TWO STORY BUILDINGS. PANELS I, //f E 0 E 0 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH Lu Q fr 1. MINIMUM OF ONE EMERGENCY ESCAkPE AND RESCUE OPENING ATTACHMENT HARDWARE PROVIDED. Djr Dm D(r REQUIRED IN EVERY SLEEPING ROOM. + If t: �O U)0 00 (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) p T T _ (A a LL u- W 2. OPENING SILL HEIGHT TO BE A MNIMiUM OF 44 INCHES ABOVE FLOOR. y 3. NET CLEAR OPENING SIZE TO BE A MIINUMUM OF 5.7 SQUARE FEET. TABLE 1609. 1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE r r r 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. FOR WOOD STRUCTRAL PANELS 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. FASTENER TYPE PANEL SPAN 2'-0"< PANEL '-0" < PANEL -0" < PANEL SCALE: WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. < 2'-0" SPAN < 4'-0" SPAN < 6'-0" SPAN < 8'-0" 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" 1 1/2" #6 WOOD SCREWS 16 16 12 9 DWG. NAME: (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 1 112" #8 WOOD SCREWS 16 16 16 12 OFFICE SET 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH ENERGY EXCEEDS 44 INCHES. 0. 1 1 CALCULATIONS 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUICTION IN PART A-5 TOOL OR EXCESSIVE FORCE. OR WHOLE IS STRICTLY PROHIBITED BY LAW. Y�I FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE Vu LATERAL AND SHEAR CONNECTION PR v. ,a"w."ROUND"FIBER 15" WALL DESIGN TABLE 3.2 AMERICAN FOREST& PAPER ASSOCIATION Ru TURAL TAPERED COL MN PRESCRIPTIVE ( REQUIREMENTS (TYP.ALL COLUMNS CA CA 110 120 PRESCRIPTIVE DESIGN WALL WALL 2 /—WALL p TABLE 3.3A ALTERNATIVE TO TABLE 3.3 U L S U L S (AMERICAN FOREST & PAPER ASSOCIATION) r4l' 4 u j U CONNECTION: NUMBER ROOF SPAN 1/2"ANCHOR BOLTS WALL WALL \ �5 N OF ( ) FT. STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED ' 21 ° O 30 \ z 20 206 681 291 (MPH} CLEARANCE ° 681 I I B I � � U -� 110 120 I 0 00 LL PLATE TO 24 260 358 I H 24" CLEARANCE II TOILET, BATH AND 0 FIOUNDATIONN 28 314 426 RAFTER/ 3' 21 SHOWER SPACED 00 (CRAWL SPACE 2 WALL HEIGHT MAXIMUM ANCHOR BOLT Z CEILING JOIST ( ,) SPACING (IN.) I IN FRONT OF OPNG. CLEARANCE OR BASEMENT) 32 368 493 SPACING (IN.) TOILET, BATH AND SCALE: 1'=1/2" CODES. •A• 36 422 561 16 8 3 3 I SHOWER SPACED P� � SCALE: 1'=1/2" WALL 24 206 13 421 291 254 421 12 10 3 4 \ w WALL BOTTOM '10D BOX NAILS CAN BE SUBSTITUTED FOR PLATE TO 28 260 358 ; U M N 8D COMMON NAILS. LTJ FOUNDATION 314 426 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO (SLAB-ON-GRADE 2 32 RAFTERS, THE SUM PQ C, ci 36 368 N N . 493 OF THE TOE NAILS IN THE RAFTER AND CEILING a VENT „ U JOIST SHALL EQUAL 3 VENT I 3"VENT j en 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS col p REQUIRED. \\ R& U = CONNECTOR UPLIFT LOAD. 3TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS( ) SHALL BE INSTALLED IN PERPENDICULAR TO THE WALL \ " p% L = CONNECTOR LATERAL LOAID. \ \\ S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED \\\\\ "ANCHORAGE REQUIRED TO RESIST LATIERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1..4. TO A 2 X6 TOP PL. \\\\\\\\\\\\\ \\ 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF \\\ \\ .\\ 10 PSF(2/3 X 15 PSF). \ SHOWER _ SHOWER 2TABULATED UPLIFT AND LATERAL CONI`sJECTION REQUIREMENTS SHALL BE PERMITTED TO r I `� r_- \ \\\' \\ BE MULTIPLIED BY0.70AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. H 1 ; i \\; LOCATED WITHIN 8 FEET OF BUILDING CORNERS. H I \\\ 3 TABULATED SHEAR CAPACITY REQUIREPMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (ROOF-TO-WALL, WALL-TO-WALL, AND (WALLS SHEATHING WITH 7/16" STRUCT.. SHEATHING ATTACHED W/8D NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR WALL-TO-FOUNDATION) ,, ,/z• I 1 vz OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.3B ALT. TO TABLE 3.3 1H ��•\ y �iz� 'I B I I I I 1 OF THE CONNECTION SHALL BE INCREASED. (AMERICAN FOREST B.SINK B..SINK I K.SINK D.W. B.SINK B.SINK � & PAPER ASSOC.) 110 _T 120 c• w1c. FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON (IN.) (FT.) NAILS END OF 1-1/4" X 20 W FASTEST MILE WINDSPEED (MPH) GAGE STRAP SECOND FLOOR _T_ — 7 12 3 3 C.O. 2" Z r. a^ C.O o z" 2" 2„ 4" U PRESCRIPTIVE DESIGN TABLE 3. (AMERICAN FOREST& PATER ASSOCIATION ---------------- 16 3 4 3„VENT -- ---------- — ----------------------- ----- --------------- ---- --------------- -- -------------- 1 .O. z 110 120 20 3 4 3"VENT I U° F747S U' L• S SHOWER RAFTER/TRUSS ROOF SPAN 16 24 4 5 SPACING (IN.) (FT.) 11 .3 \\ �' REQUIRED CAPACITY OF CONNECTION (LBS) 28 4 5 32 5 6 12 341 284 280 427 339 280 H 36 5 7 i 12' 1 vz"� i i/z" i i/z•-1 1 1/z•\� 1 12' 16 421 I 526 1 I WI ' I 20 500 626 WIC B.SINK UTL.I INK WAS 7H ER DRYER W ` 16 24 580 726 28 660 826 W U4 = CONNECTOR UPLIFT LOAD. z 32 740 927 L4 = CONNECTOR LATERAL LOAD. FIRST FLOOR(PERPENDICULAR TO THE WALL) 2" 4„ z" z z 36 820 1027 S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) C.O. ui 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF C.O. U) U' = CONNECTOR UPLIFT LOAD. CEILING. D.L. 10 P.S.F.), 0 0 O L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF 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, O (2/3 X PSF). THE TABULATED NUMBER OF Ia- 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END.2FOR WALL-TO-WALL AND WALL-TO-FOUNDATIONCONNECTIONS, THE TABULATED NUMBER NAILS d BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT 3LOCATED WITHIN 8 FEET OF BUILDING CIORNERS. SHALL BE PERMITTED B BE REDUCED L TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. 1 NAIL AT EACH OF THE STRAP FOR EACH WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FULL WALL ABOVE. z FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. 4TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR TO APPROVED L W MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES C.O. a SANITARY SYSTEM I ui SHALL BE PERMITTED TO BE MULTIPLIED) BY 0.80. 14 411 C1/8"SLOPE PER 1' \1/8"SLOPE PER 1' — SILL OR BOTTOM (PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS PLUMBING RISER DIAGRAM 4"TRAP RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) N .T.S. 1/2" ANCHOR BOLTS 5/8"ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 100 110 120 90 100 110 120 ANCHOR BOLT FOIUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUIPPORTING 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 3 36 57 U = CONNECTOR UPLIFT LOAD.. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) j S = CONNECTOR SHEAR LOAD.. (PARALLEL TO THE WALL) U) *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 DIAPHRAMS (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. F- 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT d W IN ACCORDANCE WITH SECTION 3.4.4. C7 Z Z W J A-6 °-s U 3 U 3 m SILL OR BOTTOMI PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS - ` : ., .- ' <<� . OW oW 0 RESISTING UPLIFT Ii: Q, . Cr wfr 0�M wcr C�m ;`.".,. D Cr D LL D LPL PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) " 0 �0 �0 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS - D 7 7 7 It N (0 FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED d �t (MPH) (MPH) SCALE: 90 100 110 120 90 100 110 120 1/4"=1'0" DWG. NAME: ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT OFFICE SET CONNECTION SPACING (IN.) SPACING (IN.) 3.30. 1 1 PLUMBING RISER SILL PLATE TO FOUNDATION* DIAGRAM nfCRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS PLATE TO FOUNDATION 1-3 STORIES SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION k,1 40 33 28 25 51 42 36 32 BY THE ARCHITECT. ANY REPRODUCTION IN PART A-6B-ON-GRADE) OR WHOLE IS STRICTLY PROHIBITED BY LAW. GENERAL NOTES DOOR SCHEDULE ELECTRICAL LEGEND WINDOW SCHEDULE NOTE: NOTE: CONTRACTOR SHALL NOTIFY THE ARC PPF'AT41§ArLPHITECT � 5 CHANGES TO THE CONSTRUCTION DR I D CLIENT REQUESTS, AND OR GENERAL N OM THE FR v� 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, FIRST/SECOND FL.- EXTERIOR DOORS - PELLA- ARCHITECT SERIES U.O.N. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & ALL WINDOWS TO BE PELLA- ARCHITECT SERIES". (INTERIOR ADJ. BLINDS) STATE & LOCAL BUILDING CODES AND (ORDINANCES. DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATEFROM THE N.Y.B.F.U. FIRST FLOOR ENDURACLAD, CUSTOM GRILLE PATTERNS - REF. ELEV. z� 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. I OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED 1 6'-011 6'-8" ALUM. CLAD/GLASS SS LEFT FOYER THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL ROUGH ROUGH U FURNISH O INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. PELLA REFERENCE # OPENING OPENING QUANTITY MISC. NOTES ACTIVE-PASSIVE 7281 W/ INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE WIDTH HEIGHT DRAWING LIST O 0 N OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. v11 ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. Z °,` 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND @)PAIR 2'-611 6'-811 MASONITE DBL. SWING FOYER CL. RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. O 2 - 3553 (2-8"W. 2'-8 3/4" 4'-5 3/4" 6 CASEMENT/EGRESS O CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY 2-8"W "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 1 . 2'-8 3/4" 1'-2 3/4" 6 TRANSOM U VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. 2 - 3514 ( yo 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN 3) 3'-0" 6'-8" METAL CORE RIGHT FOYER/GAR. DOWNLIGHTS. VERY=Y LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. © 3 - 3553 (2-8"W. 2'-8 3/4" 4'-5 3/4" 2 CASEMENT/EGRESSA-N DRAWING NOTES/PANEL PLAN N ON THE DRAWINGS UNLESS OTHERWISE NOTED. Z " 5. THE CONTRACTOR SHALL BE RESPOINSIBLE FOR ADEQUATELY BRACING 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" ® 3 - 3514 (2-8"W. 2'-8 3/4" 1'-2 3/4" 2 TRANSOM A-Q FOUNDATION PLAN AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 4) 16-0" 8'-011 CUSTOM VINYL OATED METAL GARAGE DUPLEX ELECTRICAL RECEPTACLE M BREAKAGE, COLLAPSE, DISTORTION, AIND MISALIGNMENT ACCORDING TO (tDD DOUBLE DUPLEX ELECTRICAL RECEPTACLE A-1 FIRST FLOOR CONSTRUCTION PLAN \ a' G TO ALL APPLICABLE CODES. GARAGE DOOR - 1/2 HP MOTOR WITH TWO REMOTE CONTROLS SECOND FLOOR (Nc DUPLEX SEPARATE CIRCUIT RECEPTACLE A-1 .1 FIRST FLOOR DECK FRAMING PLAN w 6, THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS 5EXT. 6'-011 7'-O" T.B.D. LEFT MEDIA ROOM © 2 - 3553 (2-8"W. 2'-8 3/4" 4'-5 3/4" 5 CASEMENT/EGRES o RELATED TO THE WORK OF THIS CONTRACT GEN'L. CONTRACTOR SHALLGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT A-2 SECOND FL. CONSTRUCTION PLAN rT1 tFF��+ INITIATE ALL REQUIRED INSPECTIONS ©FALL WORK COMPLETED UNDER ALLOW$3,500 ALLOWANCE. INSTALLED BY CONTRACTOR FL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE O 3 - 3553 (2-8" W. 2'-8 3/4" 4'-5 3/4" 4 CASEMENT/EGRESS ^ U rn THIS CONTRACT UNLESS OTHERWISE NOTED. A-2.-I SECOND FL. DECK FRAMING PLAN X ", O WALL SWITCH " 1' ° 00 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES 6 2'-6" 6'-8" MASONITE LEFT BEDROOM #6 $ EO 3 - 3535 (2-8 W. 2-8 3/4 2-11 3/4 1 CASEMENT N A-2.2 SECOND FL. CEILING FRAMING PLAN U CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED " JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE OR APP. EQ. $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH FO CUSTOM OPERABLE ROUND WINDOW 2 2-8" DIA. Q �' BY THEIR INDIVIDUAL TRADES UNLESS (OTHERWISE NOTED, A-2.3 ROOF FRAMING PLAN ~ ` a 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL O 2'-4" 6'-8" DR MASONITE POCKET DR. BEOOM #6 $Ds RECESSED DOOR ACTIVATED SWITCH GO 3 - 3541 (2-8"W.) 2'-8 3/4" 3'-5 3/411 1 CASEMENT RECESSED DOWNLIGHT 100 " LIGHTOLIER" OR APP. EQ. A-2.4 ROOF PLAN o :\ ( CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. HO 2 - 2323 V-11 3/4" 1'-11 3/4" 4 CASEMENT \ _\\..'\ OWNER AND OR HIS AGENT BEFORE SIrARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWN LIGHT (100W) " LIG9HTOLIER" OR APP. EQ. 8) 2'-6" 6'-8" MASONITE LEFT BEDROOM #4 E A-3 BUILDING SECTION 9. DOUBLE FLOOR JOISTS ARE TO BE Irs�ISTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. �B CEILING MOUNTED JUNCTION BOX BASEMENT \\ \\\\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE OR APP. EQ. A-4 BUILDING ELEVATIONS �\g � WALL MOUNTED JUNCTION BOX A-4.1 BUILDING ELEVATIONS NN ` 9)PAIR 2'-6" 6'-8" MASONITE DBL. SWING BEDROOM #4B © PELLA BASEMENT AWNING WINDOWS OR APP. EQ. \` 10. ALL FRAMING LUMBER TO BE DOUGaLAS FIR #2 CONTT, GRADE OR EQ. � 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 6JB WALL MOUNTED DUAL SPOTLIGHT A-5 PLI�IB. RISER DIAG./NAILING SC HED. � \ \\PROVIDE SCREENS FOR ALL OPERABLE WINDOWS. WORK SUCE FAN/LIGHT 12. THE CH AS BOOR SHALL T NOT LIMITED TIOEM/IILLWORK S SHOP INGS PRINKLOR ALL ER SYSTEMS WITH 10 2-6' 6'-8 MASONITE RIGHT BEDROOM #5 �F WITH DUAL WITNEW CEILING OCH AT WALL. FIXTUREUNTED JUNCTION TO O BE SUPPL FOR IED BY OWNER. /�-6 ENERGY CALCULATIONS \\\ AND STEELWORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE 11JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. � ARCHITECT PRIOR TO PROCEEDING WI TH THE WORK. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 11 2'-6" 6'-8" MASONITE RIGHT BEDROOM #5 eF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. d NEW TELEPHONE RECEPTACLE PLUMBING FIXTURE LIST : INTERIOR/EXTERIOR TRIM : 12 2'-4" 6'-8" MASONITE RIGHT CLOS. T NOTE do NEW CABLE TV RECEPTACLE (TO BE WIRED TOI CENT. CONTROL BOX) Li "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. <ST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) r O13 3'-0" 6'-81. ALUM. CLAD/G SS LEFT WET BAR BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) INTERIOR WindsorONE CLASSIC COLONIAL U ®sD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION LEFT 3680 W/INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE CONTROL BOX. TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA BASE MOLDING : WOBM001 CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE NEW DOORBELL SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. z DESIGN. ALL OF THE LOAD CALCULATIIONS & STRUCTURAL PLANS COMPLY „ 1, RDB WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) 14 3-0 6-8 ALUM. CLAD/G SS RIGHT BATH SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G WINDOW& DOOR CASING: WOBB001 , WOCS001 NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 CROWN MOLDING: WOCM001 -VERIFY WITH OWNER W FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. RIGHT 3680 W/ INT. BLINDS - COLOR T.B.D. W/TRANSOM ABOVE PROVIDE CUSTOM SHOWER PANS VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. NOTE: PROV. ALL NECESSARY PLUMBING VENTS ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS 15 2'-4" 6'-8" MASONITE LEFT BATH PROVIDE 400 A. ELECTRICAL PANEL W/AUTO D>ISCONNECT SHOWER BODIES BY"KOHLER" OTHERWISE NOTED. n 0 PROVIDE TOILET SEATS "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. FOR USE WITH GENERATOR. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE EXTERIOR AZEK TRIMBOARD CONSTRUCTION LEGEND GLASS SHOWER DOORS BY OTHERS r n W s5 2'-4" 6'-8" TEMP. GLASS LEFT BATH WINDOW & DOOR TIM: PICTURE FRAME - 5/4"X 6"AZEK V J NOTE: KITCHEN FIXTURE LIST: CORNER BOARD TRIM: 5/4" X 8"AZEK z SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. PROVIDE ALLOWANCE FOR A 10 KW GENERATOR - LOCATION T.B.D. FREEZE BOARD: 5/4"X 6"AZEK FIRST FLOOR THE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: KITCHEN SINK: UNDERTONE - K-3183 FASCIA TRIM: 5/4"X 8"V.I.F. AZEK NEW EXTERIOR PARTITION - 2" X 6"WOOD STUD WALL W/ 1/2" CDX 3'-0" 6'-8" METAL CORE RIGHT FOYER/GAR. FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET- K6350 SOFFIT MATERIAL: 1/2" X 5 1/2"AZEK BEADBOARD PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). BOILER, HOT WATER HTR., REFRIG., KITCHEN �N. LTS. & FOYER LT. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY MATERIAL TYPE 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" W SECOND FLOOR WITH OWNER PRIOR TO PURCHASE. z NEW EXTERIOR PARTITION - 2" X 6"WOOD STUD WALL W/ 1/2" CDX PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). 1 6 -2 6 Q B1 3'-0" 6'-8" METAL CORE RIGHT BASEMENT PANEL LEGEND I~ 1I� I~ �� W -PROVIDE 6" EXPOSURE - NICHIHA, (FIRST & SECOND FLOORS) SIERRA PREMIUM SHAKES PLUS 1 1/2 HR.,F.P.S.C. "JELD-WEN CAMBRIDGE SERIES" c O OR APPROVED EQ. COLOR T.B.D. PLUMBING LEGEND (REFER TO TABLE 1609.1 .4) ° m m Q m m mAm FLASH AS REQUIRED. ALL EXTERIOR TRIM AS NOTED O�J THE CONTRUCTION PLANS. PANEL SIZE I 17 2'-4" 6'-8" MASONITE LEFT BATH ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS REF. TYPE AND # OF SCREWS QTY. I 1 O j P 1 WIDTH HEIGHT 4 4 NEW INTERIOR PARTITION - 2" X 4'•"WOOD STUD WALL W/ 1/2" CDX INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY m O nl: I "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE #8 SCREWS @ 12" O.C.INTERIOR SIDE - 1 LAYER 1/2" GYP.. BD. SCREWED/TAPED BOTH SIDES. (2) 4'-0"X 6'-2"COMPLETED. PROVIDE ALL NECESSARY DRAIN `VALVES FOR "A" 1 m m O ° INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" 17 Z-4" 6'-8" TEMP. GLASS LEFT BATH HORIZONTAL- 6 VERTICAL- 18 0'-5" X 6'-2" ON ALL DOORS/WINDOWS $" WINTERIZATION. REF. TO CONSTRUCTION PLA��1S FOR FIXTURE TYPES. .,, 6" SQUARE POPLAR BASE W/OGEE "ROUTE". SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING B1 #8 SCREWS @ 12" O.C. (2) 4'-O" X 6'-O" INSULATION (TYP. ALL AREAS) 3 ALL WINDOWS W/ BOTTOM SILL, IU.O.N. HORIZONTAL- 5 VERTICAL- 19 0'-6"X 6'-O" m PROVIDE MOISTURE RESISTANT GaYP. BD. (GREEN BD.) FOR ALL 18 2'-6" 6'-8" MASONITE LEFT BEDROOM #2 m I m m ' BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL ® PROVIDE FROST FREE HOSE BIBS. „C„ #8 SCREWS @ 12" O.C. 4 4 Z AREA RECEIVING TILE, INCLUDING FLOORS. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. HB HORIZONTAL- 3 VERTICAL- 12 3'-4" X 7'-2" 3 ° � ® m m � W ®S SHOWER HEAD (FROST FREE SHOWER BODY) L�J W 19 2'-4" 6'-8" MASONITE POCKET DR. BEDROOM #2 #8 SCREWS @ 12 O.C. INTERIOR PAINT-TO BE "BENJAMIfN MOORE" U.O.N., ONE COAT PRIME "p" O &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. OG GAS LINE FOR: BBQ, DRYER &OVEN: GAS TANIK LOCATION AS NOTED HORIZONTAL- 12 VERTICAL- 12 2 3'-0" X 6'-4" 6 m ® m _ ® 0 ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR #8 SCREWS @ 12" O.C. QTY- 1 ADDITIVE. DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. "E" (2) 3'-0"X 5'-6" QTY- 3 20 2'-611 6'-81 MASONITE LEFT BEDROOM #1 HORIZONTAL- 12 VERTICAL- 1 O 2 (2) 4'-011 X 6'-211 �� 2 4'-0"X 6'-O" " UNDERLAY. O 0'-5" X 6'-2" 5 ( )- " " 6 A < ® HARDWOOD FLOORING - #1 RED OAK 3'W.,15LB. FELT UN #8 SCREWS @ 12" O.C. @ 4'-0" � �� O' 6 X 6 0 SUB-FLOOR - 3/4 THICK PLYWOOID GLUED AND NAILEDCIFIC BRAND): ATTENUATING INSULATION. (TYP O BALLE INSULATED WITH SOUND "F" ( ) 4-0 X 6-4 11 rr FINISH - 3 COATS OF CLEAR SATIM POLYURETHANE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. HORIZONTAL- 14 VERTICAL- 12 0'-611 X 6'-4" 21 2-4 6-8 MASONITE POCKET DR. BEDROOM #1 SUB-FLOOR - 3/4 THICK PLYWOOID GLUED AND NAILED (FILE AREAS) ) #8 SCREWS 3'-411� �6�-���� „G„ @ 12" O.C. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. HORIZONTAL- 10 VERTICAL- 6 3'-4" X 5'-11" 2 OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., &SHOWER CONTROLS. #8 SCREWS @ 12" O.C. 22 2'-4" 6'-8" MASONITE RIGHT M. BATH FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES H' HORIZONTAL- 10 VERTICAL- 6 3'-0" X 3'-4" 2 "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. OF FIXTURES SELECTED. m 13 "C" m m ALL FIXTURES TO BE PURCHASED AND INSTALII ED BY THE PLUMBER. INSULATION NOTES- 22 2'-411 6'-811 TEMP. GLASS RIGHT M. BATH UNLESS OTHERWISE SPECIFIED BY OWNER D 1 ® 61-4„ 7'-2" SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. ® ® ® A 'nT,Nso PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD 23 PAIR 2'-4" 6'-8" MASONITE POCKET DR. HALL ■ UNDER ALL NEW CONSTRUCTION. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. m NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY @4 PAIR 2'-4" 6'-8" MASONITE POCKET DR. HALL QTY- 2 WITH INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. CITY- 3 QTY- 4 WITHOUT NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR „ 6'-011 X 6'-411 APPROVED EQUAL. 25 3'-011 6'-811 MASONITE RIGHT UTILITY 3-4 X 7-2' CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES �31 31� �411 41�1 INTERIOR WALLS: R-21 GATT INSULATION "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 26 6'-0" 6'-8" ALUM. CLAD/G SS LEFT DINING ACTIVE-PASSIVE 7281 W/INT. BLINDS - COLOR T.B.D. 27 6'-0" 6'-8" ALUM. CLAD/G SS LEFT GREAT ROOM ® ® ° \ 0 51-611 m „ D ACTIVE-PASSIVE 7281 W/INT. BLINDS - COLOR T.B.D. ® D ® F m 61-411 c TILE LEGEND ® ]E' 7m m B ITN\ L / \ m ALL INTERIOR DOORS TO BE "JELD7::�l -WEN CAMBRIDGE SERIES" SOLID ® ® m m w m m o� m D 'Ts0 L m I" ®1 10 CERAMIC TILE - AMERICAN OLEAN TILE OR APP. EQUAL. TILE f1 BORDER W/20" TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT PARTICLEBOARD CORE- COMBINATION WOOD/MDF 1-3/811 G.C. TO PROVIDE \ QTY_ @ m m m m m ® a ® m w BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF (2) 3'-0" X 5'-6" WITH ('� ADDITIVE MIXED IN. SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDWARE ALL _ _ _ QTY- 6 TRANSOM Z OT/ 5 WITHOUT NON PELLA SHALL BE SCHLAGE HEAVY DUTY SATIN NICKEL 4'-0"7X 41NsoM Z T2 6" X 6" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE s _ �'�. (@0'-611 X 6'4" J V BORDER W/20"TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT OR APP. EQ. PROVIDE SCREENS FOR ALL EXTERIOR DOORS UZ (3z mz BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. �31� H� �� _t __ ___ rT. x-'i_ — Q� Q M Q AC/HEATING NOTES s ® 6" X 6" CERAMIC TILE - "AMERICAN GLEAN"TILE OR APP. EQUAL. TILE ° ® m m ® m m °, ® ® ° D jr D Ir D cr BORDER W/2011 TILE ON A 45'TO BE INSTALLED OVER 1/211 CEMENT �' 11G11 / 00 cn0 N0 BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF I ® m ' 11 m m 3'-4ii ADDITIVE MIXED IN. PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, 3 -4 PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: tit ® F o m/® ® �® i D T T r j I m m m o mIt L0 ® 6"X 6" CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQUAL. TILE ONE "RHEEM OR APP. EQ." GAS FIRED BOILER WITH DIRECT VENT ___ IMES _L � - - --------- ------� QTY- 4 QTY- 4 � � BORDER W/20" TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. ------------- ---_-_-_-_--_--- -_-_-_----_ NOTED.'( ----------- - - - - - -- t - -= BOARD, U,O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF PROV. 8 DIA. ZERO CLEARANCE FLUE ADDITIVE MIXED IN. TWO VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE ®m m m m Q� m AS NOTED ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE OFFICE SET DWG. NAME: 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. I � .... TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS I OTHERWISE NOTED. 3.30. '� 1 TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS NOTES OTHERWISE NOTED. CEILING/ FLOOR OUTLETS AS PER ENGINEERING SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. k `, '-. THESE DRAWINGS AS INSTRUMENTS lOF SERVICE, NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: NORTH ELEVATION '; REVISIONS,CHANGES,AND/OR MODIIFICATIONS `. SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A- N OR WHOLE IS STRICTLY PROHIBITED IBY LAW,