Loading...
HomeMy WebLinkAbout48519-Z of Sao ryolo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd �`��ou►nr:�` Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45461 Date: 08/15/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1585 Willow Dr East Marion, NY 11939 Sec/Block/Lot: 22.-5-8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/14/2010 Pursuant to which Building Permit No. 48519 and dated: 11/21/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered front entry, rear covered porches, rear second floor balcony, outdoor shower and attached garage as applied for. The certificate is issued to: 1585 Willow Drive LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-10-0028 11/29/2013 ELECTRICAL CERTIFICATE: 38120 09/09/2013 PLUMBERS CERTIFICATION: AJC Plumbing 07/17/2013 th iz d S gnature ��o�suFeocK�oa TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE 'oy • 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#: 48519 Date: 11/21/2022 Permission is hereby.granted to: 1585 Willow Drive LLC 632 Blue Hill Rd River Vale, NJ 07675 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC. REPLACES BP #45444 AMENDED 8/19/21 to finish the basement and construct alterations on the second floor as applied for. At premises located at: 1585 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-8 Pursuant to application dated 9/14/2010 and approved by the Building Inspector. To expire on 5/22/2024. Fees: PERMIT RENEWAL $2,695.10 AMENDMENT TO PERMIT $761.40 Total: $3,456.50 Building Inspector o�gQfFQ(,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • SOUTHOLD, NY 0 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#: 48519 Date: 11/21/2022 Permission is hereby granted to: 1585 Willow Drive LLC 632 Blue Hill Rd River Vale, NJ 07675 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC. REPLACES EXPIRED BP #45444 At premises located at: 1586 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-8 Pursuant to application dated 9/14/2010 and approved by the Building Inspector. To expire on 5/22/2024. Fees: PERMIT RENEWAL $2,695.10 Total: $2,695.10 Building Inspector �suFFot�-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y :m 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#: 45444 Date: 11/13/2020 Permission is hereby granted to: 1585 Willow Drive LLC 632 Blue Hill Rd River Vale, NJ 07675 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC.REPLACES EXPIRED B.P. # 43013 At premises located at: 1585 Willow Dr., East Marion SCTM # 473889 Sec/Block/Lot# 22.-5-8 Pursuant to application dated 11/13/2020 and approved by the Building Inspector. To expire on 5/15/2022. Fees: PERMIT RENEWAL $2,314.40 Total: $2,314.40 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY �a 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#: 43013 Date: 9/6/2018 Permission is hereby granted to: 1585 Willow Drive LLC 632 Blue Hill Rd River Vale, NJ 07675 To: CONSTRUCTION OF. A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC.REPLACES EXPIRED B.P. # 41390 At premises located at: 1585-Willow Dr., East Marion SCTM #473889 Sec/Block/Lot# 22.-5-8 Pursuant to application dated 9/6/2018 and approved by the Building Inspector. To expire on 3/7/2020. Fees: NEWAL $2,289.40 Tot 1: $2,289.40 Building Inspector of TOWN OF SOUTHOLD .. . o 'BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT_MUST BE KEPT ON THE PREMISES WITH ONE-SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK_AUTHORIZED) Permit.#: 41390 Date: 2/28/2017 Permission: is hereby.granted:to: _. ...". 1585 Willow Drive LLC 632 Blue Hill Rd River Vale, NJ 07675 To:.. CONSTRUCTION OF A:NEW.:SINGLE FAMILY.DWELLING WITH-3 CAR:GARAGE; COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC.REPLACES EXPIRED B".P. # 38120 At premises located at: 1585 Willow.Dr., East Marion SCTM.#473889 Sec/Block/Lot#22:-5-8 Pursuant to application dated 2/28/2017 and approved by the Building Inspector. . To expire on : .8/30/2018. Fees: :A PERMIT RENEWAL : $2,289.40 Total: $2,289.40 ilding: Inspector . �sUfEnc TOWN OF SOUTHOLD �'CpG2 BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE co 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#: 38120 Date: 6/24/2013 Permission is hereby granted to: 1585 WILLOW DRIVE ,LLC 632 BLUE HILL ROAD RIVERVALE, NJ 07675 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC.REPLACES EXPIRED B.P. # 35914 At premises located at: WILLOW DR EAST MARION SCTM # 473889 Sec/Block/Lot#22.-5-8 Pursuant to application dated 9/14/2010 and approved by the Building Inspector. To expire on 12/24/2014. Fees: PERMIT RENEWAL $2,289.40 CO-NEW DW G $50.00 Total: $2,339.40 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35914 Z Date OCTOBER 4, 2010 Permission is hereby granted to: 1585 WILLOW DR 1585 WILLOW DR E MARION,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH, REAR ROOFED OVER DECK & UNFINISHED BASEMENT & ATTIC at premises located at 1585 WILLOW DR EAST MARION County Tax Map No. 473889 Section 022 Block 0005 Lot No. 008 pursuant to application dated SEPTEMBER 14, 2010 and approved by the Building Inspector to expire on APRIL 4, 2012 . Fee $ 4, 578 . 80 eel 11 Auth ized Signature ORIGINAL Rev. 5/8/02 ��oFsa�Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51251 Date: 10/07/2024 Permission is hereby granted to: 1585 Willow Drive LLC 632 Blue Hill Rd River Vale, NJ 07675 To: Legalize'an "as built"finished basement to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 1585 Willow Dr, East Marion, NY 11939 SCTM#22.-5-8 Pursuant to application dated 08/15/2024 and approved by the Building Inspector. To expire on 10/07/2026. Contractors: f ,, Required Inspections: �� � J�,(/` (/LA A-4, ., Fees: F=T u�l� As Built Alteration $3,380.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total S3,480.00 ---jSyft Building 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. aI _,�)o� New Construction: Old or Pre-existing uilding: (check one) Location of Property: ��r(d✓ 'L� House No. //Street Hamlet Owner or Owners of Property: ���(0lr9(t/01 Suffolk County Tax Map No 1000, Section Block J Lot Subdivision Filed Map. Lot: Permit No. ��V Date of Permit. b 4, yc26'1 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap Ica Signature *pF SO(/T�ol �--- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger Southold,NY 11971-0959 .riche rticc-town.southo Id.ny.us �` � � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 1585 Willow Drive LLC Address: 1585 Willow Drive City: East Marion St: NY Zip: 11939 Building Permit* 38120 Section: 22 Block: 5 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e 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 400a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 2-20 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 R2-2O Switches Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service with 2-200a disconnects Notes: Inspector Signature: �� - Date: Sept 9 2013 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(63l)•765-1802 54375 Main Road Pax(631).765.9502 P.O.Box 1179 Southold,New York 1.1971-0959 �� • • ` BUILDING I)EPARTMENT - TOWN OF SOUTHOLD CERTIFICATION Date: 6 I Building' � � �Perrrut No. ic,)o Owner: { �0 L i 1101,✓ eve,it (Please print) Plumber: ! _ lease print) I certify that the solder used in the water supply system contains less.than 2/10 bf 1%. lead. (Plumbers Signature) Sworn to before me this day of 20__L,3 jA YA YRUBLIC STATE Of N�1y 1�ICt�MONp Notary Public, i A/M7 Count u. LIO`^#►Utz �° OF SO(/r�o� . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 lNSPECTION [ -] UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: oo DATE INSPECTOR r SO(/l�o� - q / �4 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION NFRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO STRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE l /� INSPECTOR 35-7 / OF SO(/T�o� TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION [ ] FOUND ON 1ST [ ROUGH PLBG. [ ] FO DATI.ON 2ND [ ] INSULATION. [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION_ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . REMARKS: AIG fA DATE-. -INSPECTOR so9 oryolo # # Cowl TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N . [ ] FOUNDATION 1ST OUCH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . REMARKS- DATE 200'� INSPECTOR. pF SOUr�, col • �o coUNi`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J DATE ' INSPECTOR ell' OF SO(/T�,olo _ TOWN OF SOUT14OLD BUILDING DEPT. 765-1802 1 � INSPECTIO [ ] FOUNDATION 1ST [ ] ROUGH P BG. (• [ ] FOUNDATION 2ND [ ] INSULATI N � [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INS N ` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , �ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z� �� INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ;INSULATION O PLBG. FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA L) REMARKS: �^ c DATE INSPECTOR 7L �., �o�aOF SOUjyo6 �o OOUNi`l,N�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) EMARKS: S DATE INSPECTOR OF SOUlyolo cou G� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) J' ELECTRICAL (FINAL) REMARKS: J DATE p? / INSPECTOR<? 50Ur H O i �y00UIVT10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLEIG. [ ] FOUNDATION 2ND ' [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Doy-4D Dwegim r wV ,r� Pro L' �s �Y�, -aD R b f< nW P►✓�►+ti istA wr 1 w m o Yov- S r� DATE 3 --)' INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS .� FOUNDATION(1ST) '�' Ma ------------------------------------ 'FOUNDATION(2ND) m ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE Q or✓m t& Rem vtt-66lh q-✓ S� '. FINAL 7 0�•t/ w r rr n � ADDITIONAL COMMENTS 5 m Z C 17�_H 1 FOUNDATION(IST) r 1 r A j MINIM -iren l ROUGHIt / INSUIATIONPERN.Y. STATE ENERGY CODE IA / , AppqTNAL COMMENTS �� I e� � � • rJ / iEM awl WE TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, efore applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board pproval FAX: (631) 765-9502 _3� 9 P /� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees ® Flood Permit Examined ,20 10 Storm-Water Assessment Form ® Contact: Approved. ,20 Mail to: .e", 19!O�-d I�57 5'�i Phone: Expiration ,20 J OL n �n Building Inspector D � � U A TION FOR BUILDING PERMIT SEP 14 2010 Date 20 (ry INSTRUCTIONS BLDG.DEPT. a. 'This pIication1wsSma T ed in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,acc e p o plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature 9pplicant or name,if a corpo tion) o" Ke.� / M I-Icx5� (Mail' g address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises . ��rekv,-p (As on the tax roll or latest d If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. w ,v - J- Plumbers License No. BARBARA H.TANDY Electricians License No. Notary Public,State Of New York No. 01 TA6086001 Other Trade's License No. Glualifled In Suffolk County Commission Expires 01/13/20 iL 1. Location of land on which proposed work will be done: ouse Number Street Hbmlet County Tax Map No. 1000 Section Block e2� Lot 0lv�_17 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �✓I r ,�-d�t t ti 1`�. �( ��� b. Intended use and occupancyyl -t 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cosh 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 7 Rear -7 Depth=1 Height Number of Stories °Z-5�. 9. Size of lot: Front d� Depth 10. Date of Purchase 91 e!,P� Name of Former Owner — 11. Zone or use district in which premises are situated - r� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES_, NO Will excess fill be removed from remises?YES NO ✓ M�. Go Gi.dv��Y stem 14.'Names of Owner of premises ©y VW Addresses - ��'�°`v Phone 90 'e" 6�i-7 vo,� Name of Architect i*- i Li j Name of Contractorl Gv t �w Address M''�1 I �T� ''30 o. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE QUIRED. 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 urvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) obeing duly sworn,deposes and says that(s)he is the applicant Tsiing----:c:: ntract) (Name of individual above named, (S)He is the ( ntractor,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,t4 before met4- I,,,,day o �rrtV 20 0 &kn�141 Notary Public AhbAhA H. TANDY Si ature of A licant Not Public,State Of New York pp No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 U pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Alain Road m�ax(631)765- 5�2 P.O.Box 1Ro roger.richert(a�to-wn.sout o d.ny.us • y0 Southold,MY 11971-0959 D .COUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: pAl 0 Company Name: Name: - — - - vA2fLc License No.: S X — F, Address: P�, oZ i S' ,.S c>�'{-� c�t� N Y, Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: /IS-2� F/y /(_ 0P4 y.E - /' Z- C *Address: /S'.-S^ GJ/ LLo ;�A4 V/' *Cross Street: 5- ,A, _.s. /ZD *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Z,100 !!!!e OMU4P 1A U( I C4 (Please Circle All That Apply) , *Is job ready for inspection: 8YES NO Rough In Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 .150 200 300 350 400 Other * ew Service: Re-connect Underground Number of Meters Change of Service Overhead a Additional Information: '-0-0 PAYMENT DUE WITH APPLICATION S 82-Request for Inspection Form' aaf � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 0 PROPERTY LOCATION: S.C.FM# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A �,7i �t� (9¢J STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN -DTs ct �` e.— o4 rfc —C. CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Q Generated by ak.Two(2')Inch Rainfall on Site? / the Scope of Work for Proposed Construction) (This item will Include all run-off created by site '✓_/ 8 F{ . .1 Acres) b. What is the Total Area of Land Clearing clearing and/or construction activities as well as ell and/or Ground Disturbance for the proposed /J�j Gi Q 0�� Site Improvements and the permanent creation of construction activity? y impervious surfaces.) (S.F./Amxes) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRI??'I'ION tPrav}deaadnkrr�t�agasaaNgeao� Drainage Structures Indicating Size&Location?This — ❑ Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. �/� 3 Does the Site Plan and/or Suryey describe the erosion J and sediment control practices that will be used to ` El control site erosion and storm water discharges, This Item must be maintained throughout the Entire Construction Period. 4 Wilt this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand ❑ (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the / Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP Is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres;including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one br more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious / for Storm Water Discharges from Construction activity-Permit No.G12-04414109.) Surfaces be Sloped to Direct Storm-Water Run-Off a _✓ 1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, / required,post-constructlon storm water management practices that will be used andfor Removal of Vegetation and/or the Construction of any ❑ `�// constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(Thts Item will NOT Include the Installation of Driveway Aprams.i identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice to a Box and the construction site disturbance is between 5,000 S.F.&1 Acre In area, component shall be prepared by a qualified Design Professional Licensed In New York a StormaiVetar,Grading,Drainage Erosion Control Plan is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)and/or Answer for each Question Is Required for a Complete AWIcation) STATE OF NEW YORK, COUNTY OF�� 'L.—s.....SS That I,.... �` ... � ` being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual sigNng D rent) And that he/she is the .................... . ....... ..................................................... ...... (Owr:er,Coatractrir.Agent,Corporate Offieer�etay Owner and/or representative of the 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 vt ork m ill be performed in the manner set forth in the application filed herewith. Sworn to before one this; .........1 `...}�.... .A...da f of.-. 20 NotaryPublic: .......... .....,.:... 'H. ........ ...... ........................... ........................ ... . .. . ............. ...... . .. tv DY (Signature of Applicant) FORM - 06/10 No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 f I • Y SCDHS Ref.# RlO-f 0-0028_ LOT NUMBERS REFER TO "HIGHPOINT AT EAST MARION, SECTION ONE." FILED IN THE SUFFOLK COUNTY CLERK'S N _ OFFICE ON JANUARY 11, 1984 AS FILE-NO. 7680. SURVEY ,OF PROPERTY � AT EAST MARION ,�� TOWN OF SOUTHOLD 4 SUFFOLK COUNTY, N. Y, 1000-22-05-08 R=25.00' SCALE. 1'=40' L=36:10' MARCH 17, 2010 j MARCH 261-2010 (CERTIFICATIONS) CERTIFIED TOr APRIL ,23 20/0 (proposed ho-is'� & pool) 1585 WILLOW DRIVE,.LLC APRIL 28, 7Z0/0 (ADD TIONS) DUNE 8, 20/0 (R • GUARDIAN LAND ABSTRACT JULY 1 2010 (r v1s196FFOLK COUNTY DEPARTMEM T OF HEALTH SE2V CE5 FIDELITY NATIONAL TITLE INSURANCE _ COMPANY PERMIT FOR.APPROVAL OF CONasTPUCTFON P _ .WELL ; DATE �'i.a, E�'•F: r' C.. �`" a APPRovE7 L O T COVER' GE C.P. HOUSE 5b sq.1/. FOR f15A l�;t tr7 OF. b RJAPR'OVAL 8 DECK 115 s •PIRES THREE YEARS FROM ED) E 4F POOL 83 7020 sq. fl. 7020/40484= I7.3% LOT 7 LOT 6 (DWELLING) (DWELLING) SEPTIC 150'+ 258:66' o rN Z N86'25'00"E �� SPLIT RAIL cE EL.57.3' FA 1 1-4 EL60.3' EL 57.5. g V • in m O PROP. �1 r— I Y D}t7VEWA O L t Dw 50, in PROPOSED 13 1— : _ ow. 11 N \ N - r - GA°AGE ' —ov— N� PROP ! 1 EPnc � O \ POOL iso. TANK LP 'L GRADE O N N PATjO ON R �P G� s \ HpUSE• ..EL• 61 6's 32 0 /\ F114. I Ep MS \ PR�"0 p� 5 \ o gB s "O \ , k CA N /�EN �oP. % o. o \ B�jL01N ,t _ ORyWEL� 0 ROOF RUNOFF �� h h HOUSE 5033 SO.FT. 2 '20"W 856742.2 = 20.3-VF'S6•VF 9 PROVIDE 3 DWs 8'0 * 8'Deep n� 620 LOT NG) HOUSE TO ONNECTEDUTO D YSE WER� AND LEADERS I AREA=4OA84 80. FT. '.?�i PROPOSED SEPTIC SYSTEM e ELEVA TIONS REFERENCED TO AN ASSUMED DATUM 9 BEDROOMS I ,am familiar with the STANDARDS FOR APPROVAL 1- 2250 gal (lO dia... 4.5 e1/.rE,_PDepthSEANK 't =>. e AND CONSTRUCTION OF SUBSURFACE SEWAGE 2- 8'"dia x l4' Deep Leachin� llt�DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ,�4d will abide by the conditions set. forth therein. and on: the �\ ��permit to construct. ���Tl,e location of wQlls and cess ools shown hereon are ' `'� ��from field observations and or from data obtained from -others. ) 96 8 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ON Z#ECONIC S EY 7c- OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765=5020 6' ,' 97 EXCEPT AS PER. SECTION 7209-SUBDIVISION 2' ALL CERTIAICATIONS P.O. BOX 909 `` G HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF MONUMENT 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 10-113 WHOSE SIGNATURE APPEARS HEREON. A=STAKE SOUTHOLD, N. Y. 11971 - i RECEIVED JUL 07 2010 SUFF.CO.HEALTH SERVICES OFFICE OF WASTEWATER MGT. SCDHS Ref.# R1040-0025 . LOT NUMBERS REFER TO. "HIGHPOINT AT EAST MARION, ' SECTION ONE." FILED IN THE SUFFOLK COUNTY CLERK'S N OFFICE ON JANUARY 11, 1984 AS FILE NO. 7680. SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-22-05-08 R=25.00' SCALE: 1'=40' L=36:10' MARCH 17, 2010 MARCH 26, 2010 (CERTIFICATIONS) CERTIFIED TOI APRIL ,23� 2010 (proposed hoTise 8 pool) 1585 WILLOW DRIVE�LLC APRIL 28; 0 O (ADD TI NS) GUARDIAN LAND ABSTRACT JUNE 8, 2010 (REVISIONS) FIDELITY NATIONAL TITLE INSURANCE JULY I, 2010 (revisions) COMPANY .WELL LOT COVERAGE c.P. HOUSE 5033 sq.ff. DECK 1155 sq.fl. POOL 832 sq.ft. 702O sq./1. 7020/40484= I7.3% LOT 7 LOT 6 (DWELLING). (DWELLING) SEPTIC 180'+ 8 • 258.66' o rN N86-25'00"E '��- SPLIT RAIL FENCE n� EL57.3' EL.60.3' asEL57.5 v PROP. �w I DR1vEWAY O r 50, r \ p(tOPo 100 O \ POOL s' 1 ~ NK LP - o z PATIO ON GRapE O Z v� G� 2s \ H0�F R• EL' 61 \ 68, ��► o 0- s '�\ FIN• 0,o5ED v` o i yo' \ . 0 9':gEDROOMs \ �P�c OOG 4 2 � 2-A \ Ow O O CL \\ LppE G jO O \ � BUi1.OtN •O' PRYWEL OL \ // 21�•1 dP PtO. O p ROOF RUNOFF h� HOUSE 5033 SO.FZ. +2c"'W ` 6 sy42.2 =203-VF3s VF 5�2'14 T 9 PROVIDE 3 DWs 8'0 X 8'Deep „ LING) D HOUSE TO USE GUTTERS AND LEADERS CONNECTED TO DRYWELLS I 1 REA-40,484 S0: FT. ELVA TIONS REFERENCED TO AN ASSUMED DA TUM PROPOSED SEPTIC SYSTEM e 9 BEDROOMS l am familiar with the STANDARDS FOR APPROVAL I- 2250 dal f10 did... 4.5 elf. TANK AND CONSTRUCTION OF SUBSURFACE SEWAGE 2- 8'-did F. 14' Deep Leach' �o � DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set. forth therein and on the � permit to construct. + . ua F ,c�a The location of walls and cesspools shown hereon are from field observations and or from data obtained from others. -s 49618 . ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION ECONIC S . OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765=5020 5-1797 EXCEPT AS PER. SECTION 7209-SUBDIWSICN 2ALL CER77PICA77ONS P.O. BOX 9; $ 09 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF =MONUMENT 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 10-113 DOSE SIGNATURE APPEARS HEREON. A=STAKE SOUTHOLD, N.Y. 11971 a 'SURVEY OF PROPERTY LOT NUMBERS REFER TO "HIGHPOINT AT EAST MARION, SECTION ONE" FILED /N THE SUFFOLK COUNTY CLERK'S N AT EAST MARION OFFICE ON JAN_UARY 11, 1984 AS FILE NO. 7680. TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y, AID. 1000-22-05-08 SCALE: 1' 40' MARCH 17, 2010 MARCH 26, 2010 (CERTIFICATIONS) �C' APRIL 23, 2010 (PROPOSED HOUSE & POOL) 4 APRIL 28, 2010 (ADDITIONS) JUNE 8, 2010 (REVISIONS) JULY 1, 2010 (REVISIONS) OCTOBER 21, 2010 (REVISIONS) R=25.00 NOVEMBER 5, 2010 (HOUSE STK. OUT) L=36.10' DECEMBER 2, 2010 (FOUNDATION LOCATION) ROOF RUNOFF HOUSE 4950 SQ. F 4950 x 1 x 0.17= 842 VF LOT COVERAGE 842 / 42.2 = 20 PROVIDE 3 DRYWELL 8" DIA. x 8'"DEEP HOUSE 4,722 S F. DECK 228 S.F. HOUSE TO USE GUT ERS AND LEADERS 4,950 S.F. CONNECTED TO DRY ELLS 4,950 / 40,484 x 100= 12.27. WELL C.P. _ .. LOT 7 LOT 6 (DWELLING) (DWEL ING) - SEPTIC 150'+ FE 2 258.66' 0 M 3� EL57.3' N86'25'00"E � ' SPLIT RAIL FENCEFE EL60.3' . 0.3 EL57.5' A V c—_------- -- _ O r N - -;J;122,. g1.7 — o - , - - - ---- - - \ o O \ 1 Zo LOT 7- p j\ z 2•1 \ s2 2 U, O a ya \ >� � y N \ to C� S� % =1 2'1' \ O� 7 \ CA O, - , O O � LCPE o o Eu5�z o No \ B�i�DING �N cam► �� \ !�� 2��' i p"W CERTIFIED T0: E"67 0 5�2 i LO LL9 G) 1585 WILLOW DRIVE LC �� GUARDIAN LAND AB TRACT FIDELITY NATIONAL TLE INSURANCE COMPANY AREA=40,484 0. FT. ELEVATIONS REFERENCED TO AN ASSUMED DATUM PROPOSED SEPTIC SYSTEM I am familiar with ',the STANDARDS FOR APPROVAL (NINE BEDROOMS) AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SEPTIC TANK = and will abide'by the conditions set forth therein and on the [1] 2,250 GAL. PRECAST 10'D x 4' permit to construct. LEACHING POOLS The location of wells and cesspools shown hereon are [2] 8'D x 14' DEEP OR EQUAL. from field observations and or from data obtained from others. Y. 4 6�%, . ANY ALTERATION OR ADD1710N TO THIS SURVEY IS A WOLA77ON PECON/C UR E OR ' P OF SECTION 7209OF THE AEW YORK STATE EDUCA71ON LAW. (631) 765-5020 j79 EXCEPT AS PER SEC710N 09—SUBDIVISION 2 ALL CERTIFICADONS P.O. BOX 909 HEREON ARE VALID FOR MIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEARTHE IMPRESSED SEAL OF THE SURVEYOR ■ =MONUMENT 1230 TRAVLrLER STRE WHOSE SIGNATURE APPEARS HEREON. A=STAKE SOUTHOLD, N. Y. 11971� 13 SURVEY 'OF PROPERTY LOT NUMBERS REFER TO "HIGHPOINT AT EAST MARION, SECTION ONE" FILED IN THE SUFFOLK COUNTY CLERK'S A T EAST MARION OFFICE ON JANUARY 11, 1984 AS FILE NO. 7680. TOWN OF SOUTHOLD SCDHS. Re.f. # RIO-1 o-0028 N ;S'UFFOLK - COUNTY N. Y. •Aj 1000 22-05-08 � SCALE. 1'-40' MARCH 17, 2010 MARCH 26, 2010 (CER7IFICATIONS) 4 O' APRIL 23, 2010 (PROPOSED HOUSE & POOL) •� APRIL.28, 2010 (ADDITIONS) JUNE 8, 2010 (REVISIONS) JULY 1, 2010 f REVISIONS) R=25.00' OCTOBER 21, .2010 (REVISIONS) NOVEMBER 5, 2010 (HOUSE STK. OUT) L=36.10' DECEMBER $ 2010 (FOUNDATION LOCATION) JUNE 19, 2013 (FINAL) Q'I OS ►30 NA101 ROOF RUNOFF OCT. 3, 2013'1ADD1T10NS1 �0 JNYO�l1S HOUSE,4950 SQ. FT. a 4950 x 1 x 0.17= 842 -VF LOT COVERAGE 842 / 42.2 = 20 VF LIR L - HVR PROVIDE 3 DRYWELLS B" DIA. x 8' DEEP HOUSE 4,722 S.F. DECK 228 S.F. HOUSE. TO USE GUTTERS AND LEADERS 4,950 S.F. CONNECTED TO DRYWELLS 4,950 / 40,484 x 100= 12.27. ONO WELL C.P. LOT 7 LOT 6 (DWELLING) (DWELLING) SEPTIC 150'f 258.66' a A 0.7 N � EL.57.3' N86-25'00"E Ft Eu SPLIT RAIL FENCE EL 60.3' 0.3' END CURB 0.8'N. EL57.5' BB CURB m O o DIRT DRIVEWAY O r " WELL 1�, DW . 5 .1 JPI! L, t2 iS w =N 3.5' St% �Q yP• r p Cn �G�t1 0 0, 0 o o \om M2'1 URB U/C (J1 z cn m m N 2.1' N OpW' oG G $ 0 681, CUR g u/D c� EU56 5 Z q o \\ � 'S 6. METER°: o0 EI-EGT' o N o 0 'vG DW U/G•KPROP �o TAN NW� O 2'�4 2 9 S� t CERTIFIED TO: p I .ING) 1585; WILLOW DRIVE LLC, GUARDIAN LAND ABSTRACT FIDELITY NATIONAL TITLE INSURANCE COMPANY AREA=40,484 SO. Fr.- ELEVATIONS .REFERENCED TO AN ASSUMED DATUM ems; I am familiar with the STANDARDS FOR APPROVAL AND CONS TR.UC PON OF SUBSURFACE SEWAGE . DISPOSAL ,SYSTEMS FOR SINGLE FAMIL Y RESIDENCES f�'f x• 4 r and will abide by the conditions set forth therein and on the permit to construct. 'ap = d t The location of well 'Iand cesspools shown hereon are from field observations and or from data obtained from others. L �, Y.S. LIC. .NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION P CONIC EYORS, P.C. OF SECTION 7209OF 771E NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT`AS PER SECT%ON' 7209-SUBDIVISION. 2. ALL CERTIFICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF m =MONUMENT 1230 IRA VELER STREET SAID MAP OR COPIES BEAR 771E IMPRESSED-SEAL OF ME SURVEYOR =STAKE SOUTHOLD, N.Y. 11971 10-113 WHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY LOT NUMBERS REFER TO "HIGHPOINT AT EAST MARION, SECTION ONE FILED IN THE SUFFOLK COUNTY CLERK'S AT -EAST MARION OFFICE ON JANUARY 11, 1984 AS FILE NO. 7680. TOWN OF SO UTHOLD SCDHS. Ref. # RI 0-10-0028 N SUFFOLK COUNTY N. Y l�• UWj 1000-22-05-08 L� ffiii SCALE. 1'=40' �',���jj > � � MARCH 17, 2010 �T• � MARCH 26, 2010 (CERTIFICATIONS) LU APRIL 23, 2010 (PROPOSED HOUSE & POOL) .� APRIL 28, 2010 (ADDITIONS) JUNE 8, 2010 (REVISIONS) QJ ✓ULY 1,,2016 (REVISIONS) R=25.00' ix OCTOBER 21, 2010 (REVISIONS) Ica NOVEMBER 5, 2010 (HOUSE STK. OUT) L=36.10' DECEMBER 2, 2010 (FOUNDATION LOCATION) ROOF RUNOFF JUNE 19, 9013 (FINAL) OCT. 3, 2013 CADDITI0NS1 HOUSE,4950 SQ. FT. 4950 x 1 x 0.1.7= 842 VF LOT COVERAGE 842 / 42.2 = 20 VF - PROVIDE 3 DRYWELLS 8" DIA. x 8' DEEP HOUSE 4,722 S.F. DECK 228 S.F. HOUSE TO USE GUTTERS AND LEADERS 4,950 S.F• CONNECTED TO" DRYWELLS 4,950 / 40,484 x 100= 12.27o WELL LOT 7 LOT 6 (DWELLING) (DWELLING) SEP77C 150'+ FE 258.66' 0. z 0'7'N m EL.57.3' N86•25'06"E 'emu SPLIT RAIL FENCE � � EL.60.3' 0.3' END CURB 0.8'N• EL57.5' m O gg CURS H DIRT DRIVEWAY O r o WELL /03j" pW r �J o, l P• � . JP: / z o v 8 �� N 7•Z 0� j C� LOT o m N o 4 61,8 O Z m o CUR�� Z 1w g.U/G, U► O Z Z 4p �+ O rn I�l In 2.1• m � r '�' ODW 0, L z n y 68.1' E�y6.5 2 y0 0 o O CURB U/C `0%1 vz ° 46.6' MEAR;. o QO y J I;LEC� E5 51 2 O 0 N p ODW 0 OP APR 17 2017 CERTIFIED T0: E�6z° �DDE��►N�) 1585 WILLOW DRIVE LLC BUILD G DEFT- GUARDIAN LAND ABSTRACT \ TOWN OF SOUTHOLD FIDELITY NATIONAL TITLE INSURANCE COMPANY AREA=409484 SO. FT. EA�E F HE�.7HSERVKS SUFFOL6C COUNTY D:.PART 1 ELEVATIONS REFERENCED TO AN ASSUMED DA TUMAPPROVAL OF CONSTRUCTEDINORKSFOlt ,� ., '. .-4• I- A SINGL FAt�11lY RESi€3Ei�2CE �* ��' '`��.�=;.=.;.R: I am familiar with the STANDARDS FOR PPROVAL �; •. � ii:'g1 AND CONSTRUCTION OF SUBSURFACE SE .o. I S.Rd.No. I b` 0 aoa • I DISPOSAL SYSTEMS FOR SINGLE FAMILY EI(POGF e' , �- P �s os al and ter S�t"ftem s at(NS., !=5 dt�"Sti LuxAb• and will abide by the conditions set fort jQ,&rL.ir5;r,q�rA@d aka permit to construct. lao satstactory FOR A MAXIMU .-4— EEDR �p LqN'D S� The location of wells and cesspools sho hereon re from field observations and or dot obtoin-e /. •o er : ��' ' / "� 10 N.YS L/C. N0. 49618 ANY ALTEATION OR ADD177ON TO THIS SURVEY IS 4, VIOLA77ON OffkadWAMMM" J\1 P C0 IC SURVEYORS, P.C. OF SECTION 72090F 7HE NEW YORK STATE EDUCA 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS APR O 4 2017 P.O. BOX 909 HEREON.ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF =MONUMENT' 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR =STAKE SOUTHOLD, N. Y• 11971 10-113 WHOSE SIGNATURE APPEARS HEREON. Southold Town Building Department �gUFFO(,�Cp, P.O.Box-1179 •moo. .�y Permit#: 35914 $4375 Main.Road o Southold,New York 11971 Permit Date: 10/4/2010 Off' (631)765-1802 Al �a u Expiration Date: 4/4/2012 Parcel ID: 22:5-8 BUILDING PERMIT RENEWAL LETTER Dated: 6/17/2013 Applicant: 1585 WILLOW DRIVE Location: WILLOW DR EAST MARION Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH 3 CAR GARAGE, COVERED FRONT PORCH,REAR ROOFED OVER DECK&UNFINISHED BASEMENT& ATTIC A FEE OF $2339.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 1585 WILLOW DRIVE,LLC Address: 632 BLUE HILL ROAD RIVERVALE,NJ 07675 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, SOUTHOLD TOWN BUILDING DEPT. 1585 `IVILLOW DRIVE, LLC 632 BLUE HILL ROAD RIVER VALE, NEW JERSEY 07675 May 14, 2020 Town of Southold Building Department 54375 Main Road Southold, NY 11971 Attn:Connie Bunch Re: 1585 Willow Drive East Marion, NY.11935-Building Permit#43013 To whom it.may concern,. We respectfully request an extension on our building-permit#43013 which expired on March 7u', 2020. Cell:917.417.7374 Emalk.Gszervoudis@gmail.com. J Thank You l Gus Zery u ' M Ay 1 4- 2020 1585 WILLOW DRIVE LLC 632 -BLUE -HILL ROAD RIVER VALE-, NJ 07675 May 13, 2022 Re: 1585 Willow Drive East Marion, IVY 11939 Permit#45444 To whom it may concern, I, Gus Zervoudis a member of 1585 Willow Drive LLC request a 6-month extension on building permit#45444. If you have any questions, please contact me at (917)417-7374 Tha you, s you D E C 19 9 Y E MAY 1 3 90') BUILDING DEPT. TOWN OFSOUTNOLD �h air Gvs 2e��o � dr 4 CREScheck Software Version 4.3.1 NJ( Compliance Certificate Project Title: Proposed Zervoudis Residence Energy Code: 2009 IECC Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 25% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1585 Willow Drive Steve Zervoudis Frank Notaro East Marion,NY 11939 632 Blue Hill Road Architecnologies@yahoo.com River VAle,NJ 07675 13405 Route 25,P.O.Box 93 Agent- 631-298-1129 Mattituck,NY 11952 631-298-1129 architecnologies@yahoo.com Compliance: Passes using UA trade-off Compliance:3.3%Better Than Code Maximum UA:1007 Your UA:974 The%Better or Worse Than Code index reflects 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. Gross • Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 6250 38.0 0.0 188 Wall 1:Wood Frame, 16"o.c. 3634 21.0 0.0 152 Window 1:Vinyl Frame:Double Pane with Low-E 43 0.300 13 Window 2:Vinyl Frame:Double Pane with Low-E 43 0.300 13 Window 3:Vinyl Frame:Double Pane with Low-E 26 0.300 8 Window 4:Vinyl Frame:Double Pane with Low-E 26 0.300 8 Window 5:Vinyl Frame.Double Pane with Low-E 16 0.300 5 Window 6:Vinyl Frame:Double Pane with Low-E 15 0.300 5 Window 7:Vinyl Frame:Double Pane with Low-E 30 0.300 9 Window 8:Vinyl Frame:Double Pane with Low-E 8 0.300 2 Window 9:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 10:Vinyl Frame:Double Pane with Low-E 8 0.300 2 Window 11:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 12:Vinyl Frame:Double Pane with Low-E 25 0.300 8 Window 13:Vinyl Frame:Double Pane with Low-E 18 0.300 5 Window 14:Vinyl Frame:Double Pane with Low-E 18 0.300 5 Window 15:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 16:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 17:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 18:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 19:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 20:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 21:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 22:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 23:Vinyl Frame:Double Pane 9 0.300 3 Window 24:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 25:Vinyl Frame:Double Pane with Low-E 7 0.300 2 Window 26:Vinyl Frame:Double Pane with Low-E 7 0.300 2 Window 27:Vinyl Frame:Double Pane with Low-E 7 0.300 2 Project Title: Proposed Zervoudis Residence Report date: 09/10/10 Data filename:C:1AA_EMERGENCY_OFFICE_PROJECTS1ZervoudislZervoudis.rck Page 1 of 8 Window 28:Vinyl Frame:Double Pane with Low-E 7 0.280 2 Window 29:Vinyl Frame:Double Pane with Low-E 7 0.280 2 Window 30:Vinyl Frame:Double Pane with Low-E 7 0.280 2 Window 31:Vinyl Frame:Double Pane with Low-E 7 0.280 2 Window 32:Vinyl Frame:Double Pane with Low-E 7 0.280 2 Window 33:Vinyl Frame:Double Pane with Low-E 7 0.280 2 Window 34:Vinyl Frame:Double Pane with Low-E 4 0.280 1 Window 35:Vinyl Frame:Double Pane with Low-E 9 0.300 3 Window 36:Vinyl Frame:Double Pane with Low-E 16 0.300 5 Window 37:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 38:Vinyl Frame:Double Pane with Low-E 12 0.300 4 Window 39:Vinyl Frame:Double Pane with Low-E 8 0.300 2 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 5:Glass 54 0.310 17 Door 6:Glass 54 0.310 17 Door 7:Glass 54 0.310 17 Door 8:Glass 54 0.310 17 Door 9:Solid 24 0.280 7 Door 10:Solid 24 0.280 7 Basement Wall 1:Solid Concrete or Masonry 2034 21.0 0.0 197 Wall height:10.0' Depth below grade:9.0' Insulation depth:2.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3100 21.0 0.0 136 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 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Na e-Tale Srature Date Project Title: Proposed Zervoudis Residence Report date:09/10/10 Data filename:C:1AA_EMERGENCY_OFFICE_PROJECTS1ZervoudislZervoudis.rck Page 2 of 8 CREScheck Software Version 4.3.1 NJ( Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,10.0'ht/9.0'bg/2.0'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: Varies 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: Vanes 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,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes 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: Varies 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 Zervoudis Residence Report date:09/10/10 Data filename:C:WA_EMERGENCY_OFFICE_PROJECTS1ZervoudislZervoudis.rck Page 3 of 8 Comments: ❑ Window 9: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 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: ❑ Window 12: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 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 Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15: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 16: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 17: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 18: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 19: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 20: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 21:Vinyl Frame:Double Pane with Low-E,U-factor:0.300 Project Title: Proposed Zervoudis Residence Report date:09/10/10 Data filename:C:1AA_EMERGENCY_OFFICE_PROJECTS1Zervoudis\Zervoudis.rck Page 4 of 8 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 22: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 23:Vinyl Frame:Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 24: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 25: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 26: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 27: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 28:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 29:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 30:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 31:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 32:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 33:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Project Title: Proposed Zervoudis Residence Report date:09/10/10 Data filename:C:1AA_EMERGENCY_OFFICE_PROJECTS1Zervoudis\Zervoudis.rck Page 5 of 8 Comments: ❑ Window 34:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 35: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 36: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 37: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 38: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 39: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: Doors: ❑ Door 1:Solid,U-factor:0.300 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 5:Glass,U-factor:0.310 Comments: ❑ Door 6:Glass,U-factor:0.310 Comments: ❑ Door 7:Glass,U-factor:0.310 Comments: ❑ Door 8:Glass,U-factor:0.310 Comments: ❑ Door 9:Solid,U-factor:0.280 Comments: ❑ Door 10:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Project Title: Proposed Zervoudis Residence Report date:09/10/10 Data filename:C:1AA_EMERGENCY_OFFICE_PROJECTS\Zervoudis\Zervoudis.rck Page 6 of 8 Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: 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. 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 IC 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 space 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-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Lj 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: (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 sprayediblown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs 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. Lj Materials and equipment are identified so that compliance can be determined. ❑ 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: Supply ducts in attics are insulated to a minimum of R-8.All 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). All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: Project Title: Proposed Zervoudis Residence Report date:09/10/10 Data filename:C:\AA_EMERGENCY_OFFICE_PROJECTS1ZervoudislZervoudis.rck Page 7 of 8 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: FI 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. ❑ 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. Where pumps operate within solar-and/or waste-heat-recovery systems. 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 lighting 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 falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-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. NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed Zervoudis Residence Report date:09/10/10 Data filename:C:WA_EMERGENCY_OFFICE_PROJECTS1Zervoudis\Zervoudis.rck Page 8 of 8 �( 2009 IECC Energy j Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 21.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.31 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: 241`9" 7tt T 1 Architecture aSi EC ttAtt t-_ _,, ,__ -,. , __ _.+r --.. _ _ _ _ ___ . .. - , \I1J Planning :,. _--_____��: • ...z —� __ ._----�-------__•-°-_w _- i f"■+�-1 O Urban Design •J L:.. _.f •1. ir� U 3tt f 11 1 it ______._._.____ it n f _ 11 -3 ____.._._._.______-__-11 -3 __._. .__.............___. ._ . 1-� ... ._ _ U__ r- ..�f ------- Interior__.__._______ _-_.___. _ ___-_ t 1 tt I I ( I: ��t-7 Interior Design - 'i Code Consultant t ,-_ .-,^+.r _ ,-.....,__.:... -.r_. _.r•r '^Y.,-_,. _ .--.,t._ . .r,-. .y„_,,,. .,,,, _ __ _ ._..r.- •+,..,.. -- - --„',- '--...,..- __-r. A--N-- ..--._'^_,:, z-�'-_ _ -_ L, f ( �, - - - - - . I I,' , U U Ii - ---- ---- ----' --. , __ •__ __ . ----_.- _.._ __. _ __ . _ _ .-_-- . IFU1 'Z, Zoning L __ i Building Dept. Expediting f n `- f� I 21-01, TYP. 4" P. CONC. SLAB ON COMP. I 4" P. CONC. SLAB ON COMP. 2'-0" TYP. 6-� 61-8 I i FILL C'Y . ORC FIL P.ALL PORCH AREAS) � I• •• I ! I � ' ! 8e-1 u � Q' 4' P. CONC. SLAB ON COMP, 1 I J FILL(TYP. ALL PORCH AREAS} ---.-_ __ __---.4----;� •- -- - _ _ __ . _^ - _- _ � 1 Of-911 I" 1 I•' F I -A fn ff. i, 4 i : _ _- _,t__L. __ -+ _ - 3 --____r__ I �, ��_ ---I •�"� odway,Suite 716 PRO 2"OtA. 10"L. GALV, STEEL :f== ' _---'--'-- _r '- '- _ - ` a ' --- _ -- o _ _ .- i, _. ________ . ,_� __ i i I 21-71 1 471 NorthB Jericho,NY 11753 N ILL L. F LT. 1 lot i I TV i I FRAME CONSTRUCTION EMBEDDED ` `1 1 t J CLOSET �': INTO CONCRETE(P NO MORE THAN 2-3) ' PT 3'-0" O.C. Q V-0"AWAY FROM EACH I' I CLO TOILET I I ' 31 f-1 1 11 FD ,'{' CORNER (TYP.ALL FOUNDATION) -- I .t 4"P. CONC. SLAB ON CO P. I FCU I ' i I i l +� j l ',, 3r-7o �� TLT 4"P, CONC B ON COMP. I i _ _ _ _ _ _ __ - i { i ' I 1 , FILL WiTH W.W.M.6 X 6 RE F. I i FILL WITH Vvi M_6 X 6 REtNF. I' !7 --�- -,-- -- ,- _r-_ --� - - -� I I I SLOPE TO FLOOR DRAINS. I SLOPE TO F OR DRAINS. i .° \ `- IIci PR v. 4°P. - 1 ,' i I ' (TYP. ALL BASEMENT AR 1 t, (TYP.ALL B EMENT AREA) P 8"DIA, MO ORI I O CONC,_SI i. I C7 L PE R OVER SWHR ER F R FR - IR•<7- ___________._ i._- T _" ,---_____-_. GRAVEL TAMPED BA, TOWARDS 4'-6"i' + i I I E FOR BOILERS. •• I . . I t :' ,., �" I T:(516)2s0-1820 CENTRAL FLR. DRAIN CATCH BASIN. { ; �I p LL I I F: 516 682-9405 o1LTANK f: ,� I I I', I N` i JB JB JB is p __ � ( ) i J8 1(�i-811 I„ 3' " i' � -� 12"P. GQNC. FOUND, T N WALL W I I I i ) 2-0 V+7. C 1`-0 1 . P. ,c ING ��� ` UTILITY RM F. GYPBD _ _ I 4" P. CONC. SLAB ON COMP. W/W.W.M. IN WALL&3-#5 REBAR I STORAGE t�C. I i w C NG ABOVE BOILER r FILL WITH W.W.M.6 X 6 REINF, IN FOOTING. (TYPICAL ALL AREAS} I i _ I STR STR " - ``_ BLR I { .I (TYP,ALL GARAGE SLAB AREA} I a a { --.,, r- - -t R &4-6 W.X 11-C3"Lr , - I I. 0 E:ahatziio@msn.com PROV. 3" BRICK LEDCIE. I* i , i I i X H. P.CONC. PAD. I `� is t l .I I I �'' I n I I — . — -_ _ Y.. i 2 __ _ — — _ _ 1• �' .i— — . — �_ - i _ _ - __ 1 I I 4 „ „ I, ,. ., 1 -5" R V'RHAA NC1S N B w 3 -O 9-6 X -6 H, P CONCRETE J �E P NI W wfz 6 -5 i _`_. I"� i i ` + BOILER R— i PAD FOR MECHANICAL EQUIPMENT. I f O z z 8" P. CONC.WAL WI' H ST NE AP ! j W12 X 45 (ABOVE} I i `� X 45 (ABOVE)-' I i I W1 E) t ��� . t 1 N 16"W.X 10" L ,� , I .,� 1:.r. _-,t BRM I; i { I ! w Q �(TTYYPiCAL ALL 4 WINDOW WELLS). 2'_3!'. j BLR t PROV.3#5 REBAR OVER OPENING f J , P OV. 13•ZONE OIL FIRED B lLERS , ¢_ cn U z Q Z F- y n i I IL-McLAi "W GO SERIES' f � ,`1 w _1. . --_1 gl-4 2 15'-4" 2 8" 2-$ BOILER SW. I 0 O zo w z P V. `D, N .WINDOW WELL. - I ^` (COP OF STAIR) t I Q.-SIZE AS REQ D.) PROV. 100 GAL. t '` „ J O rn U) O ¢ U P WE L 2' E FiN. GRADE. 1' :I = i MIN. 2) INDIRECT HOT WATER STOR. I z O cn w Z w I• ( t O tz PROV, 3' , 1" DIA. GRAVEL BELOW W/ I I 5"x "x 1 4" ST TL:" O , ff ___ — _ I 1 TANK ("SUPERSTORE"OR APP. EQ.) # O w O 0 V ADD'L. BASE,W/CUSTOM FLUSH I i1,1 :I 1 I W/3 4" 11"X 1 °' TL. " 8`2 I g'-6" _- — — — — I I PROV. 4- FAN COIL UNITS AND A/C I 'r p UO p o I - � U z = STAINLESS STL, GRATE. (REMOVE.) I" :i BASE PLATE.W/ -3/4"x HWH 1 1 COMPRESSORS-(12 SEER} SIZE AS i' U w W U o WINDOW-AMERICAN CRAFTSMAN f „I a 16"ANCHOR BOL ('I'YP.)" { -- I REQUIRED. PROV. ALL REQ.WIRING i � `• ' j Z � U ¢ o = � F- o Q w BASEMENT HOPPER WINDOW 3223 4 -� I I�I' 1 P I I` 'I I FOR FAN COIL UNiTS AND BOILERS. I' 1> -i O , _ w rn to � W = _ = z OR APPROVED EQUAL. (TYP.ALL 7). i I - i I I r� w ,. Z 1- O 2 F- Q i ,f." I -w� I 2 - 8" DIA. "ZERO" CLEAR, S/S FLUES. I , U z U � O ! W O Cl O Q U z w _ Q = W U Z " : , J8 - J6 {... JB JB JB. ■ HR I 'f�I .I 1a A. ,I I J > U W = W Q o W uQ, z 2'- "W. X 2, „W. X '- N i 1 I ' i, 1 i 1 i�€ _i_ FOOTING W 3-#5 Rt- A EA.WA 1-`--_- I f (TYP.ALL BASEMENT FOOTINGS) - _ — FPSC 111' 1 I C t �! I I' I I C I i a ~ OW w w Q O Z I f __ SIB rr I •rj 't 1 I. I 1 ,1 ,_rrJtt Z W O O o 1- w I: t r• - I H r --, H �i. __ _ ~�. r�--r�--:, N F I ! I t 1 i z -' W L` o ! o u = w i I t - k P' - - Y U __ - _ I C FPSC � : i• r'_„ 'Lr ° � o � ... _ y _.. ' I z PROV. CONC. M P CKET SI E 47 i i TCI� I I 1 I I : HR I r _� ��: _-___ _ I I - 1 -5 a U) _ ? j t'' > E A BEAMS) I I r W12 X 45 (ABO ) I I W12 X 45 (ABOVE) I" . ' ► i W12 X 45 (ABOVE) f f I FPSC I I' ; 1 F- w to � W z Y p 1 u I •f� `�• is �__ _ •-'_ J w ----'-� :i V Z O 2 O cn Q W `4 `I� V D 2,-?„ t �FC? �, �ELEC , I 400 AMP SERVICE UG ELECTRICAL SERVICE �', I' I o Lu m o _ = o 0 a o CL U u } W J (n I i %� ELC I': ,' F= F- � O � rn ¢ W ¢ ¢ wz O VVATER PR F. r' i I r---t - + -->-- O WA C D GW co A� FOUNDATION __ - _. WALL BELOW FiN. GRADE. INCLUDE _ _ __ __ _ _ - - - - -__.. _- 1 t 'i _. _ — - T _ . _. __ - T i .. t sr + { Il" In O O Z W PARGED JOINT BETWEEN FOUND. 1 I : t'` ' _._ _ __ _ _._ _ _ . _ . S4 i _ _ _ _. L i � I QQ Q p o U O wWALL&FOOTING.M'P.ALL AREAS) 2-; i (� W12 X 4 OVE i + I W12 X 45 A�t1�1/ J---- '_ I '` "r i- HR •► = o w w >- = o �� J ( E) I -=- i __I�_�, I; I FIR T FLOOR WALLS ABOVE. P. !' { { w o O z z a z 1 `-4' CLOSET ! i FPSC I i I. = U } i i I I a t— Q a00Wvoz � o is JB I _ - CLO ? JB ' Ja i d ALL WINDOWS SHALL HAVE A I •4 I I RECREATION ROOM I I : I „ ' �t ,- r n t. 1 r21f! I . PROV. 3-i 3 4 X 14 MICR L - I I 19 , n U-FACTOR OF .35 MIN. 4-6 I III ,i REC I I t r:- VL I ' I I I I. I 1 -5 PR V,. Ha N sLAB IT CLOSET I -j 4" P. CONC, SLAB ON COMP. I { I 4 P. CONC, SLAB ON COMP. I 1 FILL WITH W.W.M.6 X 6 REINF. i I -. �"- , I , u STR I .f FILL WITH W.W.M.6 X 6 REINF. SLOPE TO FLOOR DRAINS. Uj i I ! �, I I { I I (TYP,ALL GARAGE SLAB AREA} I: i E I I (TYP. ALL BASEMENT AREA} 21'_3`t I I Q Ir 1 �B =- - -- _ — "_'I---=_e E .`j"_fit= _ . — . - �_ — # ! t i PROV. CONC. B I? I i . A REQ'D. (TYPICALLALL BEAM ) M I I, I PROV, WE DED 1 2"STL. PLAT I I Q I. I OR ON ECTION F I-BEAM T t) - PROV. DBL. 2"X 6"Sit_L T T P I I THIS C TION r f" i � I f• t• I OF FOUNDATION A,LL 6'-81r I I I N 21-811 WITH TERMITE SHIELD&FIBROUSI I— _ — _ — __ __ — A — — — — i *' C} I , INSULATION. I + , r u i 1 { '1 21- � �W12 X 45 (ABOVE) 12-� _ PROV. 2-1 3 4"X 11 7/8" MiCROLAM t = I ' 14R UP JB OIL TANK i a i i J ' i I i ► lr 1 8.3.21 Per as-built conditions VL C�VE`�t ALL WINDOWS&C�PGS. I __ -- _ , IN PLACE OF RIM BD, t ALL} I - i JB JB" ►• 'I I _ _ ! 1 I L_ _�_ __ _ _ �_ _.i I 2-! I I L_ � .��- _.� I � � - � `, -' r-- - �, 1c 1.25.21 Per as-built conditions 11 '-6" I r' , I� ( I i, I 1b 1.18.21 Per as-built conditions 41-6u I I Ix I I 4„P. CONC. S ON'COMP. I .� 1-1 .� n L I FILL WITH W.W. .6 X 6 REINF. �, 1 -11 W j- P i ' 1 P1 1a 9.24.20 Per as-built conditions PROVIDE CASEMENT EGRESS WINDOW: 1 , ,,I : ; I'•`� CLOSET SLOPE TO FLa RAINS. _ I I MP. ALL BASE EN EA) I I 4'-611 261 21f 2f-1 1 11 30X36/144 = 7.5 SF 1 _ I I I ( CLO I' i Rev. # Date Submissions 7.5SF > 5.7SF MIN REQ'D OK I r_-"' r ' --' - "� -"-' ' HR I 1 COMPLY WITH NYSBC SECTION R310 SEE ~--i i -yam° :I FPSC OIL TANK RM I t 34-6 11 BELOW TYP. 3' 11 I ' 21-211 I' -- i=-- - ----•-, 1 i.' I Building Address: -'� I I (`_ I BRM I , __ _______ -____________-_-__ ____�' I I I L _ _ _- ,: -- - -- -- r- ____ _� 1585 WILLOW DRIVE, k' __-. L-_-__-- _'__- _�- �T _ NOTE: EAST MARION, NY 11939 _ 9 4" P. CONc. SLAB O ' _t-31f { i :I PROV.3 1/2"BRICI<LEDG I r, I FILL,(TYp,ALL PORC AREAS) i• I i REF. TO FRAMING PLAN A.1 -1 ' T• .• '. •{ REF.TO DET./DWG.A.X t I + • .-. ,-•-,.�• I -._-_ �.I E• - gi^2" - Y- - '_-->"2 '�=;=-� & BUILDING SECT. A-3 FOR 22-5-8 STRUCTURAL FRAMING. ZonSBLe: R-40 3" BRICK I.EDi-aF $'-2't ,4'-fi" 9`-3° I -: -- - 9'-3fr 41_61f 3t_11t 3tt BRICK LEDGE Zone: R-40 ALL BASEMENT WALLS SHALL Drawing Title: N HAVE A R-VALUE OF 10/13 MIN. I 21 r-1 .� 11 3:-1 1 3,-1 it 56'-5° FOUNDATION PLAN ALL SLABS SHALL HAVE A R-VALUE --- + DEPTH OF 10,2 FT MIN. SEC.,,A,,tt TISL INDICATES BEARING POINT LOAD PROPOSED FOUNDATION P LAN S tt�� THIS LOAD MUST BE TFiAVSFERED o W/ADEQUATE VERTICAL BRACING, Seal & Signature: 0 rn <RED ARCS TABLE R 02.1.2 INSULATION AND FENESTRATIONREQUIREMENTS Y COMPONE Ta ���' ''�°'� z ALL WORK SHALL COMPLY WITH NEW YORK STATE 2015 RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK W 4i �t h,�;�' j Z d x 1 � NEW YORK STATE ENERGY CONSERVATIONWOOD `�r, M - GLAZED MASS BASEMENTc LLJ CONSTRUCTION NOTES FENESTRATIONI 'LI FENESTRATION CEILING �LFLOOR -V LUE SPACE �." " ..� ,�352� , o INSULATION SHALT_ BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. NE U.F CT b U-FACTOR e R-VALUE WALL -VALUE ALL. ALL � ✓ a_ SILL LINES AND CORNERS. SH R-VALUE' -VALUE ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED R- ALIU E DEPTH R-VALUE BUILDING PERMIT # 35914 Q ON THE WINTER WARM SIDE OF THE INSULATION. Date: . 1.2020 0 EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAMES. OPENINGS BETWEEN WALLS AND NR 0.75 0.25 �0 13 314 13 0 0 Project No: 20200831 Z ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICES THROUGH WALLS, Drawn By: FLOORS AND ROOFS AND ALL OTHER SUCH OPENINGS IN BUILDINGS PERIMETER. SHALL BE CAULKED GASKET Checked By: Q WEATHER-STRIPPED OR OTHERWISE SEALED. 0.40 0"65 0.25 38 13 416 13 0 0 � Scale: AS NOTED NYSECC COMPLIANCE / NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE: Drawing No.: TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT, ALL WORK UNDER THIS APPLICATION IS IN 0 o r COMPLIANCE WITH NYSECCC 3 0.35 0"55 0.25 8 8113 19 .5f13f 0 5113 � A- 100.00 g ANTHONY HATZIIOANNOU ,�, 9�t9rto 8.3.2021 5 Q NAME SIGNATURE DATE Sheet Of Q 3 at 0.35 0.5�5 0.�40 �49 �O �F 8/13 119 10/13 0r 2 ft 10/13 N1oa ne 13+5h o w r 1 Architecture _ _ - c.— --- ^^ • Planning ^ Urban Design d--� - !M— Interior Design Code Consultant U � z i I I i �•-I Zoning P Building Dept. Expediting i I 3 i i O i t P EGLADE i # ! i � i I I t I I � i 341-211 ' � I 471 North Broadway,Suite 716 Jericho,NY 11753 O,-.� Ott _�# j !? C O D i _ _;. I PROV. 4"WLF UND"FIB R LAS 1 1 t-3° _ _� ' — ' ._ t 9 _ -.7t► #r rr STRU TU AL TAPE ER C UMN r 14 ; - ! I SE, a ' j (TYP,ALL COLUMNS) f , � _a�tS.�TG� i 1 (TYPIC. L) I S B EDG s.(TYPI AL) , -� j' 111-311 ;>It T:(516)250-1820 F:(516)682-9405 . w� �.. ( I- ��--- - - _ .--�-M _ _ -t=•=•--- __ .__ - ;- .- - � -- -- � - -- - ..- _. - _ -- ---.�-- - � f_ _ 1�D � l�• �rMo cIr___... t- tt W ; r-7ti ' RANDOM 1"TH C.STON t 'x 1'x 2 THK,S ONE RANDOM 1"THK,STONE: 6'x 1'x 2"THK.STONE i f Fl ! 2 3 j I PICA LAB E ES. PICAL) i { (TYPICAL) SLAB EDGES, (TYPICAL) HB ! E:ahatziio@msn.com i RAISEDP E K DEC ! } A# D- R K Fi I t l� f ' LL O = Q L.I '-9" I W W t- H � Z W � Q Q ' DR y ( I w F 8'-art = Q C/)C/) ,- ►, KIT i !_ DI ING M I P U g oL- � � I_ z i._. _ — — I t I BOVE Z Q Z w Q +1� _ —_ G G FI C - pS{ - — D s Gg4�AEJVE — B �l I i J v-� Q O - 2 a QU F- O JB � F- O 2 W U w 0 _t W_ Z U O `i i. r,., ✓ /", i 17 $ SH. Z = Q O W < O Z s fI ,s, I � Z 2 Q _ �_/�GFI ST _ 1 G I O fn W Z I--- O = F- - / _ ._ n ( t I j W zO O Q Q >- 1-- Q z w IHa UCR II ! a s '-U ; > Uv � w ¢ oWcnQ � f I t 4 t 3 f ( ! t It a Q = CiFI j # I SD BOVE — ,ty 3-7 0 U I- 0O � z O z - [7 Z �:. N • f ? G3 O — fJJ 0 H W FI;.. C OVt= QFI I J = d Q W Y Z Q W — J O w = w .�jI€j ". I I I 4RFt ' u ., jy� U O U Z O _ _ t3 } Y, Z V -yam 1 R7li Cn = W i 4 LV Z = O U_ W' Cn Q W t7N. 1 r'i. "»•-•----.__----- .-,� I I -- r•-- W O H O OW W Cn CiF j W , SO D/W JB ,y Cn 0 0 U f f ; t tt * _ C O r i Z 4 i t 7 1A8 O i . !. .. f.. - t s JBYF „ = j T JBfF -,. .__.- _...-. Z L t, JB t i� i s i ( t Z H �' W' U O O „ „ Z Z d , , C � i l i I i ! 1 1I �;; _ ' I } a � a � � :s { I II O Z U " W O _..._ .. ` �/� -�`� if GARAGE 111-311 _ t i 5C .i j � i I i f ,. � i�R.aP J6 t , a -- R. Asove p�W #...,.. ,_: ;;..,_.__, . . I i-._ _L__,. _ W,.•.. ____.._.._.__._.._..-...._.. s i I _ i yt J t dFt 1 j ! I r 1; F-i BOILER FLUE f REF; mLOS. , , = • ! { - - #� 8. - . JB JB B t i I J I-. COMP4�'yl _ 31-711 , - ' � � tiFi + F , i ( 4 i is .i' , �aM� �z Per as-built conditions __. ... 1c 1.25.21 Per as-built conditions comb-*s f I - t �' , j li I ! 1 b 1.18.21 Per as-built conditions 3 s t I , 1 i I FP .. _ _. ____... _. ( as- built.•-�' � � �� � r .., � JB _ I la 9 24 20 Per as built conditions s _. E ... 4 y CLOS j - I (~ ,! ;`-� _ Rev. # Date Submissions O - I I I $ Building Address: 6 1 I i I # N CL M� 1 n as R � - _ _ ______ , GA '' , I DR.OP� s � ( J13 ' 16'-2" 1585 WILLOW DRIVE, 'r �`t.. q 11 > OR.OPR f + 1 : _ EAST MARIO NY 11939 t ; r_ I r (SUAfa U.Q TANK .... ._ ._..__- _. - - ', ( LJ i su�Pws:s ays-} h ® j I $ea, G� , SBL: 22-5-8 a j i— , ( 24r-9rt o i R JB I B --______-- I L.-r Jg,F s i t JB Zone: R-40 I sT i 3 I I i � G �B s I --1� ' I — _ - - _ I I DrawingTitle: I q ':,,,. r. • ., M i _ __ — ;f _� — — — — __1 I to N ' '` ABOVE I I ST FLOOR PLAN r 1 i ,� I li i1 1 R UP o I H13 i 2'-$" cam, B/F _.Y.. ._._. � O J ,::1,.� O VA i /.%' !'.S i'i s%i" ,is'/r"% S °B ® i- sT B B a Seal & Signature: 00 (I q I 9'C.H. ( SC t u ABOVE OvE ABovE ! AR o AREAWAY WITH REMOVABLE - ;i ; ---- _, € J8 _ i 9--8 — _» __ — — -- — _ _ _ __ _. . — _ _» __ _ 1gED C rn t ; OPERABLE GRATING I I T , ( �� Harz„ y�T 3 JR 81 1-6 GARAGE 1 , r.F.. % 25'-0"X 35'-6° r L� Ld HB A A A Rf4NDOM "THK.4O EJ �� I A A A HB I 2_J:'!3 O (n ABOVE — ABOVE ABOVE ABOVE ABOVE O i w-_ n NOTE: BUILDING PERMIT 35914 Q 21 '-11 tl 6- 21 t-1 ptt REF. TO FRAMING PLAN A.'1 -1 & BUILDING SECT. A-3 FOR ._-_..._....__...._._......_.__._.__. # Date: 8.31.2020 GREAT ROOM VxVx2"THK.STiONE BEDROOM #2 STRUCTURAL FRAMING. Project No: 20200831 Q SLAB EDGES.(TYPICAL) (" "` 24'-a'X 24'-9" ! 121-5++X 16'-8" - — — — -- -- — Drawn By o Checked By. Q 93'-711 Scale: AS NOTED PR V, 14"W.°ROUND" F,BERGLAS Drawing No.: SEC."A" (tYP ALL COLUMNS) COLUMN PROPOSED FIRST FLOOR PLAN a FIRST FLOOR: 3,100 S.F. A- 101 .00 g GARAGE: 890 S.F. 8 BEDROOMS FIRST/SECOND FLOORS: 6,250 S.F.V.S, 8730 S.F. Sheet of Q Q U 3 0 I:t_i 'd Architecture ' SEC.tlAlt -l. . , a �N.. Urban Design Interior Design Code Consultant Zoning Q Building Dept. BECK �'! Expediting ATTIC O ATC r N 471 North Broadway,Suite 716 i I M Jericho,NY 11753 94 I I I ( \ _ - _ I - . I 21-511 � —_ ----- -g---- -_ _-�- 1•�i l�I ,' F i.� (�y_y}}1��-jr ! .••- i i ! t � �� ``. r'I � --� __ ('11' ^ u• I ! I I I I �, ! ( ' I � {� ! ....,...I � L.. �. ( ! .....,.. .._...—..._ !..( ._..._.«--�...e.^ -V 9 V (1 I r. E; ,, ( ! l `:i / �.t� T:(516)250-1820 Ai I;r(, F:(516)682-9405 ' 11 J !F B/F I I - ', ,' t TBIF J _ _ _ I ! } t f i 1-4 ST ST: 1 E I I ( ; t-s t A r I i 1 �i �` i j t o-6•x ta•CY I I ,..— _.._. ..._. _.._ ._,._ ...-_ [x'i .r 51_411 AM IY f /! CV 1 C� ` .� "+ I 1 ( F•I.:�, i _..»-...... . ..... . - ALL WINDOWS SHALL S'< U-FACTOR OF 0.35 MIN. E:ahatziio ` . ST I 1 7 @msn.com r, T LU O W LE Z LSD � � OSD I 10SD ! I 1 ( t `�1 .1 , C� z Q 2 - Q 41-�„ / �,��►,1 3,- 11 _1 11 4-�1011 ; ' 4'�7" 9'_5't 31-211k� � I � t!i.i .s z rn 2 U z ; i i ! i;,- ,I ;I.{ ALL WALLS SHALL HAVE A = t¢ z o z 1 I I ` II d) y .`► I I _ s; 71_7 " R-VALUE OF 20 MIN. 0 g o P � ' I 1' l - ' IM O Z w ✓^ y ,/• e5 -!i ., r n {.� t tl O Z Q' — W O lii, l J O O W 0 d U ~ O {. :A.Q k•i: 1,..,,.I ka -qp = V 9' C.H. 9�C �H. ".3 / 1 f R ram.., I \ ,- `. {� Z U Q O = ,_,_ 4-6 r1 Z an cn P W Z E, t.._y Cn Q a- 3 i } } 1 i ... ~� ! I / UO = Z H O 2 H O H BOILER FLWE LOFT W 0 O+ O Q ?- F- Q Z W LFT o w zQ � �i•I I;. j.7"F i�' I VANITY i G1_CaS _ J ti 71-6' O w W U O _ Z - ; 1 = ~ O 571_911 -- / 3 ? - l - -FI 3 _ 38 .. t FI 1 ! CL©S. 1 4 281-7' I _ _ _ _ _ _ __ _.. +_4+t Z w 0 d O Y Iz Q w _ _ P z p t:'< 1 t I I Q in 2 F- Y F- O U >- Z J l S Z U �' C., Q Z O k+iiiilit."x — i O O W CA co y ' i3X W r i 1 -- CA W Y ti Z _ SC f. _ — — JB { O 6' i..; 1', ,.' - W O O- ~ OU O a a 1 . -4 - I - rI _ 111' itiLi# �— mF- � iz > >- � � w � C= i.l�1 :•I I Q O � W . _ _ __ 1..1 _ _ _ — — _ I� _I�.;I H Q = Q Ja j .. i — �_ . ^i'' -I� LAUNDRY ,j t .:, Z w vS � o . U o i ; I -1 ; I I; _ ___ .7._ .._ . _ i ALL CEILINGS SHALL HAVE A U J o W o o z F � F= f I _ {�} �k., W MI' , LDY 1.�i ' . : .j � 7'-1" R-VALUE OF 49 MIN. ¢ o = v ~ = z U U P w (n = U Z - W. F B' (f) i� 1 = o H O Z Z z � U F- n- Z 11 1.,i.:" L W O O W Q O OCl) O '1.M�I !{: .,t.._�•_ _.. '.__f_... $ I 18 Q ;E (L U U j !+.; !"t•' ,� FF. -�?' ,.�. ,_... _._, ! I j 1 ! �-4 I I � f,. � i]-�'i-I'��`t-3;�-i t3 T t 7` i i US - 1 ,fin 16'-1 »..,.._ Cr✓4S. + �. �, CAL S. I `" I D W I / i 8` •$ 2 I ! I S 1 f 51-411 JB JB/F QIJ 21-8rr .611 B/F I \ '" ri'1k 1 8.3.21 Per as-built conditions y' 11 I ! 4- 1 Per as built conditions � ! I WCH ��" •> � V.I.F. 1c 1 25 21 I I , , -21t „' E 1b 1.18.21 Per as-built conditions _ - ,• " I p I �N oSD ` ; ( I i' t la 9.24.20 Per as-built conditions ` � I I I I I .:"� Rev. # Date Submissions 51-3tl 4-11" 191-5Ir ,-4 31-7 db r 34'-6r1 Building Address: 1 IJ 1585 WILLOW DRIVE, EAST MARION, NY 11939 T- 41-6t1 4' 13'-11" " "' —13'-11 " __ 41 41-611 SBL: 22-5-8 Zone: R-40 H, 22'-5 .... - F 22'-5" E a Drawing Title: BEDROOM #7 BEDROOM #8 N 12'-10"X 1 T"Q" 1 71_71r 121-101 X 13'-10" 2ND FLOOR PLAN N SEC."A" PROPOSED SECOND FLOOR PLAN Seal & Signature: M SE t*1D OR 400 1=. B R DM o TABLE R402.1.2 INSULATION AND FENESTRATION REQUIRE ENT.S BY COMPONENTa NATzu /� T ALL WORK SHALL COMPLY WITH NEW YORK STATE 2015 RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK ��� �s✓� L° C g ,I J WOOD SLABd CRAWL NEW YORK STATE ENERGY CONSERVATION GLAZED MASS BASEMENT' CLIMATE FENESTRATION S LIB Tb CEILING M . FLOOR R- LIE SPACES � °� �� eel -.� 0 CONSTRUCTION NOTES FENESTRATION WALL WALL �,� �� o INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATE LINES. ZONE U.FACTORb U.FAC70R R-VALUE WALL -V L E & ALL � SILL LINES AND CORNERS. SH_ _�` R-VALUE' -VALUE 04 a. ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED - AL E DEPTH -VALUE a ON THE WINTER WARM SIDE OF THE INSULATION. BUILDING PERMIT # 35914 Date: 8.31.2020 _..._..._...._. . ........................._........._._......-._,...__. _.._ __._.__..............._. N O EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAMES. OPENINGS BETWEEN WALLS AND I R 0.75 0.25 13 314 13 0 Project No: 20200831 z ROOF/CEILINGS AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICES THROUGH WALLS, a n B . FLOORS AND ROOFS AND ALL OTHER SUCH OPENINGS IN BUILDINGS PERIMETER. SHALL BE CAULKED GASKET WEATHER-STRIPPED OR OTHERWISE SEALED. 2 0. 0 0.65 0.25 331 �' r ,) 1 0 Checked By < Scale: AS NOTED NYSECC COMPLIANCE / NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE: Drawing No.: � TO THE BEST OF MY KNOWLEDGE. BELIEF AND PROFESSIONAL JUDGEMENT, ALL WORK UNDER THIS APPLICATION IS IN 20 or / COMPLIANCE WITH N`rSECCC 3 0.35 0.55 0.25 38 ��� 8113 19 5/1 3µ 0 51 A- 102.0 0 g ANTHONY HATZIIOANNIOU A X-10 ""'°" 8.3.2021 Q NAME SIGNATURE DATE Sheet of Q I except 0.35 �0.55 0.40 49 20 0r Q 8/13 19 10/13 10, 2 fit 10/13 k a n e 13 +5 0 / / w Architecture N n Planning ^ U Urban Design •I--� Interior Design ~ Code Consultant V `Z Zoning Building Dept. Expediting 0 N ct 471 North Broadway,Suite 716 M Jericho,NY 11753 T:(516)250-1820 F:(516)682-9405 E:ahatziioomsn.com U- Lli w oW Z �' 0 ¢ z U- 0 rn o w � Q C') U ¢ W Z 1=- U Z d _ O Z LL >- - ( � -TOP OF RAILING _ O Z 0 &5 of O Uj LU PROV.CONC.TAPER CAP&FIN,_ - i AL I LL IP ). O O d � O V O ��CAAPS,t 1 Fi AS�F EOLTiFi�D. REXTERNAL V.S INTERNAL F _ R NT "COS " NT 0� . U ¢ O W < T O WLL- W TOP OF RIDGE 0 Z Z O U f— N Z 1 11 - - -r r.__t';�r.''':;�:;;:1::`r. 11 R I L N " BRA"RI NT ¢ C) W Q O W Q H T 1G._ 2-O MIN. �... t-t'. r lw_.t a.q ..,:_ _..Ial.r.7a �.: _ c� v �— u- z z U 0 r ,,r u. r r :r r jai 13'z F' LL W W W O Q ULLI IV 7T`L71. ",•-�_-_?r.�.-TTtT- - - ., `,T�`i'Ty 4,•.fir;1:;.»_.r-.__ -: t` _ -iJ�i:r`.T"T '`T .'I�r Z W O Y Z Q ;- i; t r L; 1;, - e , 7. ?' r T -•t't-rrlr.' i ' r T Z Y F— R V. FK 1 K TLij LLI - - _ - 1 `i`'' ._,I-J-��--..�.._�...S.I.._.._-._....t,.i, .-. -c-3��-i .,LS'.S'�:,,..-.,.j•_,:__:. O V 0 -'7 t N _t P V.A N Y FLASHING - _,.4.;_ ..., ..:E r'-r . 1 - :` ,. .. z�.t.r..,_!�.<i_i�t.,l,. � � Z i' J Z .i. r _..__..T.,_..-. ............,�_-.-T.ST:-I-z7-`�-';-'-a`�r`:.1..7�t *��t. �.�;.r ._L_t...�r.";-'r' r_.I.I. r,.r :.._ Z U 7.1� T-t,'r:�. r .�;s 1`x._r;-r. �i:xaYe_.. r 2 w � � O .L fn O Cn _ -r=- 1 •,-. - ,' r _ _ Pf-! LT Q W :•y :.s".� z a.,3. :.zt 1' 'i I:..1 ,t'.:i .,.L.-. � -,-•�,""";,1"".�i»,• -r 7-a'..- --�- L1J � W O L1J z 7� r fir. z_L irT_rrr'ril::' iy 7_is r - r T rsr3 itt �. :.l r .. a H "..1"' ,.:.,_t.�.r, ..,s'r - i' - 4 �"-`�' HIN L L EA � I=_. F— of TOP OF 2ND fL.C,J: _ _ _ 1 s 'I I.L; r ry r �s T -- r -ryT}. ..` I -- OVER 15 LB.FELT, COLOR T,B.D.) w U �' W Z `Y Z O ,,. -, _._ r_r PROV,"WEATHERWATCH"UNDER- U w ¢ ;` .�:_,. ...-,�'.,, :a�-,•,.<` ter.�. r:-r.t� , _r:,. , a' O � O O O � d � ���'ft,.+,:.�;� t�•k.. i. _ .. .: _ _. ,- � ��{I1��: .. LAYMENT ALONG ENT-'O' {TYPICAL}M m Of F a EDGE OF ROOF UP 2' � F— ?� W ALL ROOF SECTIONS). Q , r t - Q Q __ ____ TOP OF _ - — s ;, 4f:- :; LLU :• OV.5 4"X AZEK"FRIEZE BD. co W O — W — lid i sz ILL LL AIL HOLES AND APPLY 2 Q ¢ 0 0 U O W m Z 1 n EIFS/SYN STUCCO ASSEMBLY TYP. " ' "'" COATS"BENJAMIN-MOORE"PAINT 2 34-0 "' OR APP,EQ.(TYP.BOTH SIDES) W O U Z LL O W ? O — N ;� " '. 'r� <,' rs> / r �; e %5 �. r" _ 1- O Z Z of U F- D- Z O.A. „; � e,. I z Lu � o o w Q o o U) O IL/ — PROV. 4" W --291_ 11 ' I V. 1" K"BA"K BAN .,. Y .L .t ;'. ..x,L t:t.,.I7: ,r 1IT3; .J.?. lYt_1..,.1.�i.;: L[:L:L.,:: i:,_' -rr, . .;1-1:r t'.:" L -T;;=�- ` r � T 1" >;'.7 _...Y. ..LT"_.3. _Y-.''.I'T`I-...._5�.. ..7. ..I.7_ i., :.I_ LAR ..�._ ,...,. ,�„-✓''� r; - >�= �-�,--- -_'=, . (TYP,AL FAS) ,r _ 'i a. _; ,.T `i 'I.L,-` i;.l;:i 1. _i" r..t .i..1 '-:rc. "'S.r`S. "r: '"-.3.. S_`: C _ >..i..L 't .I" 7"'• ry. 'i,' "'� '��-r-�^-+I~ I �'��-.I��I_ 7 1 i , !, I� t.i -Ts�Y.A t 't." _..I��a.'� _A I...I..�Y'L �" Y� .T..t. ,'t7T"fl',- `I'' T'�-LZ 1.r1,:S: L L'' _ � r ,7"T'S J s..,.:_•-x-.tr._ TOP OF SEGOND FL. '�.: � W;�:;;�... ''' '' A I TTE(TYPICAL ALL AREA AN low- : , { ! ..."" ...... ..r.J...2..... T:. r T _ 3. i,:•; - .s_z. V. NT."AZEK"BEAD BOAR ,. /., >a .... .J_..f.. ., 7. ? .T. _'.'-7�I T.1 .T. ..'L. , D TOP OF WINDOW r r L _. „. . . L. _1..,.e__.-....,.. . .z.., -fir y_..r_�.."...I:::`_....1.....r..._. TSC ........_,_...._:_ -r-� � � � 3 .`.T...,...1 ',.'.'Lc ..5.....T...-_,._......7:.' C���{a�,+n���N� NT. 1-r__.z__.r... _... - . I �, .• .: ,. . �:.L_..:.. �__ ,�_'' -�.z' - •r...._a....c.....c.. � _L. _roc... , ._r'-r ..F r_... ,« .,,. 4,• -,,.. , _ ..... -, .. ,:. .. L.. .e-�L,. ....2-:.. _'-�r�.- ,,- ;'.s-.--r z: `::T:-' -«�-rJ---- ../. _7_r (TYPICAL ALL AREAS PAINT. ) 2"`:€..'I , ...t__.... ... � ., ... „ r.� I� _ ......1:�L-."'S'^7";=.-'L -•v-�. � :. .L:. ,f. .:'� ..-`_'C. .T..._L._.. ..., ._ .< .. ..,,.Z"`"_LY.,�I:"'I ........L'_.2-'...[ i "7':�':'AS'� usf'•, '6/rd .,_.L�," -.-�` t .,�g! r..♦ ���I���,-z �_.L..c .._<. .__s �. ,• ,.. T-`..i... _i -L_,�" / r. ,., y ,. ... r. �... � -.-.- :., ..y ,. .j+• ....Z".7m �,.E.:...... '.1. _..I 1....7. _T,�..€.._T.'::C...:�":"C` r 1 �-1-- L__.I .,:.,_.1'. .. •f'4 .. , :�.� „ .,: �?' =:. .7._I"_-t 'ITT .,T' ...T.. ....C.S :T- >yf,<,yi ,.:._L..,.�- ."I"',I ./. ,. ., ...,. 7.:.._:1:.......-°•__"L:.`.T .,. .,, ., �../. l ~- .0 w • .., .., ,a., .:..r.i- ,...., ,.. T-:�' 1._.. >..Y :r+ •, .7..... , .�'.I-L"t`, "'.T"" ,. n. ,., .. ,, ,,+,::, ;,, v T rT' .<,�,:'; 7 , K VENEER WITH r-t-rl r---�---r ., _. .. //rr. ,,. ../ ___ L...-.__ rW_y-t-l--r: 3?`, . ., ✓ ,.. _L _,_..., 1 x �. :. � / -r--r _t. .. - 4 FACE BRICK 4"FACE BRICK V 1 ,. ,., .ter r r z 1,_.7, ..,_ € .L:�"-�.T'i . ..., -L-.�-r _ ,.. r, ., .- . •;ti.,. ..L....L:.r-'W�:`�x-r;- i,� 7,,,��, -'%�' .r -cam—,mac_ s...:I:.'.L_' ENEER WITH BRICK - ._..".1.:'::T ......... _ r .,. /,..i«, ,a ..,r ... .i .. ,. r •. _: ....T.�"7"._i. .[. .C"W:" a .....5.:. _ '._ 7_ � L 5:...r. � >„ !'.,; s/. „>� .,, i „«, -„.a_...:C..,.. 1 .L..,-�,7..:....., .1...-S .L BRICK QUOINS AT OUTSIDE r._s_ — _.. L._x.....a_._: ..T._..3..'z- r - .1T ,. ,.,�. ,•,,.. ,,.,,/,<.:, x_�_�_� QUOINS AT OUTSIDE CORNERS TYP. � �„°,:u s :s-`.�.-...;._x .t. r:`T-`r-`r I-a-- - � r.....L. �T-'� -r--` __t.....T. s t. '.. _ c -...z.s z�_... _I..._..T...,. _L �. .. �..���. ,. � ,�., i w�.- z� ,_. �,., .,.r _...,.-T_1._vLJ�...'i.:�"€......"-1....._I .- ... :r. , ..... /�., �% .-.✓ r "I_._I ..L..1...a... ::.Y:_i ., , .. < .. •. /i„ ...__._ .,. ._ ."7r._ .__ ._ t.....L....:. _[""T:.._.i...:: <. .;`-7"Y';.;., .,. ..-.-T- .. 1_i_""t"'"'...1.....:2�: _!... CORNERS TYP. r -t._L- ..._r. L s . ,, rb.,.,.�. �-_ �-:-:. �... r...L._. ..7, r., a, � -.• :'., �" ��-. -* ,•r. T-..L.-. _:"C`':=::.5 .,_.i "�F 1.1�._s. - ..i-..i,J_•.. ��7._....;. - ,...�. ..._.y9 >:•:. • _.L. � -'-r-T-•--L-�-�__.. __L .. C......T_ .,,: ... .�.. ..,. Y�...x.:._..5-'7: .-r '7 , ,.a ir, r<�!..,n. ,y; t L r_.I....z.....5.T-T�'T-I:-?.. ,-t<.S ...T._.� ,/i.•r„ .r -..a :3..:...:'.'-".".i-,-1 _:_ t.'1..... __.'L.. J._ y. ,s�., .'t ..y r-�`_,-s..,_C.,...: ...I .,.C_...3....1 "ice..,.. T..,,.-.`_:. _<:.5......7.....>...z... _.I_;...a ._.-r. T i .J...,...I_ ,.,_,.,L.r..L .___ ....,..I_ .-S' ________i: Y•- ...GY L».._-I- i_ir' _._..S'.,t Tr:-", ` :'C�.:Y' _;.Tl .1 ...1.....2_....:... L...Y-.-i. .C.'3-.�,_ Z...I::::':C."`:s..T...'1-:-r.: i__hs'-r''.. .:.-r:. ._:... ,..._1 _.._'3-, -._.L....,.,.._:_ r.'.-z:::;-T'....:z...._1-r~`;:. L 1.._I. L r.. z. r L. s..,.._..... r r.._.. ._.......T.....; t'.__ _ ..._ ._._ ...;. ........._ ..f"'_,_L" - <_ ..: � �...L�':..i.�... ._.. _L.,..L._ --- .T-':I��.-�:I'7=r� ._....__ ._. ..L-...L..-.�_..:..:S::L_1. .:._. ., 7 3:;...L ...,_ .. -.- - -'_. �_,..T� "..C":a' ,- r.�.r.. 1»„ -L, z.__. .x.,.l_.-.:_..z.,..r_':'c'.x't �.,... ..., ,_...,..r......:..... z'_s ---�-- =�s�-� _. _.. T.._I �_.T...x,._� .r....r._ _c ,�- _...„-r.,.....:r:'�T-;-r'-T..�-t:-:z.; �, - - .. .L"'E..L.....:_ _.._t.....0._.C:...,.....,.. .. -,-;.. _.. -. ._ .. ......: s.....> '7"7....,._*_ I"._._ 1. _L ...-7...x.... :3-ram T-. :."i .r .3 .:L-I-7,�.X. '_ ..L_...T l._...L..-1::::"T."`-. 'f.. <::';:_',z: T_ - T _T I L7.', v _I...C_,r z 2 r r..._ �...,».3 .. Y3... S� T::"':.L:. .0 I__'__I_. :. ,,r ..1..1 7 -I. X ...I....s...:_t. C: ..I, e_ i T_.-Z ' _ .:_.,..- _.. 3....3_ `_T:..'[. ,...C...._T.....C..:I ...L:...:[.... .. _ 'I'7_......_ _._r'.:S'-::! .T.T.._ ...i.-.' _.I..T"__i.._.[... ...T......x.... ?' ...C.....:.,.:.... ,A5 -:7`..... _7�� 7 Y .:.......... .3_.:_ ].:...0 _'` ._. ,. ',. Y":_r-' . r...z .J._.1_ _ ...,... _:. .L, _..5...__.._T.... .: 7" .T`..L: .. ..... ..,� 1 t II ,- ;,•:.: >. ,. ,,., •/>. r ": r :.:`..t ?-'L.T.'?_._I _r�.:.q... -,L Try�'T: . 21 Per as-built conditions T s. _...,.." " J........."".2T;'T'r_.C_ -f .1 1� ,,.,,..,- ✓ M .,. ✓r.l , t.—r,Tt _t_w_.L._.... r..a.....,_.< ...I. -r,: ,3"7-:"7T__ "7__,_ ._[ .. `i:f. L ..7_ =.I__.E._-I - ,.... _. -_., :.._ �.. F. .. ..._ 5...-1..., _ rr__ .,7 . .I t,1. ....T`r.... -�L -c,-�� ,s :.. :...r .,. r : .. ,. x_... .. .x_... _� z,.__.»._: : T....3...... .__. °]_, F_`T (VARIES) _,. ..;-?-r.r.. ..� -c....L._......„. ............... r �t ,. .<..�, rx.. ,.-T�... ,_L.�._ ,s_ �� _ ,--, r 3 .. - i r. _.r... ,<_«. , .x _ , : -r r �, - ,, i L, lc 1.25.21 Per as built conditions I ' ' I PROV. 14"W."R ND"FIBER LAS t ! i R ! STRU TURAL TAPEREC3 COLUMN I t I I ______I_ J_ D +° A I (TYP. , i I L---------------,__ 1b 1 Per as-built conditions (TYP.ALL) _- '__ 1a 9.24.20 Per as-built conditions I i ' I I I Rev. # Date Submissions i t i t l i Building Address: ------------------------------- ._... --------_--_------_-_-_------------_----___--_--_--_---------------------_.. ------- ---------- -- ---- I 1585 WILLOW DRIVE, �+ ___--_.___________________._-_________.______________-___________________-_____-.._______.- .. ____--� -�.�---------____--��-�.` EAST MARION, NY 11939 I t__....-_1_.....,_....---------------------.-__-_..__ --- ----_-----.__-..-.-.....-----«.----_--_.-_ ------------------------- PROPOSED EAST ELEVATION SBL: 22-5-8 SCALE: NTS Zone: R-40 Drawing Title: ELEVATIONS L Seal & Signature: N�T7_IlOgn,i C [X 1' Qtr t Y� i 23523 F i BUILDING PERMIT # 35914 Date: 8.31.2020 Project No: 20200831 Drawn By Checked By: Scale: AS NOTED Drawing No.: A-201 .00 i Sheet of I I i i• 1 7d Architecture v N n t Planning ^ U Urban Design (� Interior Design r--1 Code Consultant U 'Z Zoning Q Building Dept. 1"I Expediting 0 0 N 471 North Broadway,Suite 716 F-d Jericho,NY 11753 ►yl C) T:(516)250-1820 F:(516)682-9405 E:ahatziio@msn.com w LLJO z L Q z O U) Q w Cl) Q TOP OF RAILING U W Z O ZO � 9 }Z — — —r— — — PR V T{MBERTECH RAILING 0 O 0 — � L O PROV.CONT."COBRA"RID E Y "RAp Q 1=- 0 O J Z = W (TYPICAL RIDGE A H ICAL ALL RAILS) U W 2: WW U p TOP OF RIDGE z0 w Z O _ _ = Q .....,.... U H ` ;_:...1 C:T._7' ' -r-:r--r-T:-"��L_ 1......, _ _, Z = Q U 1- Cl) O W ROV.CONT."C BRA"RIDG V _!?,,x1 T.�,..z. _ 1`r , �11 W Q Cl Q � Q Z - I - , ".tom? �r u � .T *,._ U w — w z -. _. .-� ,; I s'.;'s V."LIF fME""GAF"A PHALT W Q - 3. W' O Z _�.= :'.1:, ;::l:rl,:.rs."r:F'Y"7.71_. ,It.A_., .�,_;__.... �;.., 1F _ PR Z C� W Q I A A Y W } — 2 W > 7 O O .._, ,-__....._ ..__,. _. ,-L��._- •.-'r_.� -t r-�-`W�:x z;.+..-.._<...__.-.._-,....,-, , �-�' '' ,._ x _t _L- ':r: _ ,�,1,=,-=.,z,a=,._1.. ' m_'' :,s,-=' ,_.-.1.=` rTs OVER 15 LB.FELT, COLOR T.B.D. Z -r`s ~-z`-.`Cry _.. .1 F r T r ..~;:`r:' :T r- ,..t..F;F•,x.,_r..>` s z. 'x: 'i:.Y'z ;.x;: T a... ( } < Y I- U Z 7 7__ .t. '�S_ 1." :.F 1 ,T_f '-'1 i. `Ty. I-y,T.�_L,`.i,-`--•---<- ''-•- _ � O — } F' F r '"T-r-•_fY 7, t�-Lt-s' �:�'�-"7=:F,-7:.::' .::.,�= "'7. �..1 _y4jiZj ,.:a�� y,�'` _r'-, •c,.. PROV."WEATHERWATCH"UNDER- Q (n 2 , r: ;j W U U Z U O r'1 F r;r°.r Y:7" ;.'.I..r F k':!. r.t; T.' t IAYMENT ALONG ENTIRE BOTTOM = Z U W ``.F_' -T� _ w O ¢ w O W cn r,_r:s_ ___. % -•,, ._:,.:. _r:,-.-`..i,�-.� ,,:.:.r- �..:.�..t, ,_x- - I�,. '1 EDG OF ROOF UP 2' (TYPICAL} N � � — TOP OF 2ND FL.G.J. — '� y" :;F��� :::_.,_ _�,- � \� �-_"`�,_.'-�- - ---�,- L=1;a-„T ��-";r_.��I:'1,_.. _ ,.r. U � Z O � � w � �• Q ,� � S r ..,..-,—,_..—;..,,.,..... .+•LTA •./ T.^..:1. }.� 7- .T_.E. T..,.!..s;. '-y?, .f-. �--ac — Q - .`T LIJTOP OF WINDOW - / _..._ _ ............. . _. . _ __ _ = Z w J O Q — i W cn cn F-- V. 4„ " K"FRI ZE BD, Q J 0 IY I- Z ~ I F ' E U � H DUZ- � mLALALE AND APPLY U) � I- W OATS"BENJAMIN-MOORE"PAINT OR APP.EQ.(TYP.BOTH SIDES) OW WC Q 0 5 341_ n O >_ 2 O W UZW It W Ay i U�Hfn 29 .) � r.. � PROV�.�5j4�"X 6""AZEK"y�tINDOW � � U U a- U 0 Z � U J'F (f`(P.ALL AREAS) TOP OF SECOND FL. / - a s� ,':;./>:,.... ., / / ,,... �_ _. ,...,,, _� . 6"WHI E. LUMi UM CaUTTEftAND 1. '-F Iutl lilt ;� C S 11 1 :r.: - l L DER 1 U ALL AREAS;,. _.,, . , _ I S LT__ . s Z _. C....L....., T":�r....... T P F WINDOW C. x ....... i ..7_O O T _r.._T... .L...,.,L.._... ........... _._ ...sue-.. _ �. , r , _.z=..._ 1 � _ .>.�f..�L_,,_t,.r. � � t."z� �� -•,-' %k,< ../,� /k' -1-T�-r�.�-`_.�' _ "A2 BEAD BO RD _.._ ._._ � .�_ - .:. _k - ... _�-,L,L ... _._.-[._,.:-':__-S"_`:F." L. _,1-.-7.. _«.,_.t..,....L_._L. ..:..._ ,--t-��- ::;:::.E. ® ® -'-'•--T-r• �����iG� 4.:...L✓�' .:€.....,. .-7".F, '-rx_ -I-.,�..s_ �_€, �__ Fm: -, -�,-z- z..� r...,....r r-`-rT� �._F �i-z•--r_'-� :_r �s-.._ ,.....x.::ic�r:T-.i==r-L.: ":s:'-2=�k�-c�x:x_z r.-,; '...z'. 1 W/SC ENED1" 'Tr r t .E..._`C"._`...T' ._. < .. 1, x_..L... - .2..,._i_... ...:..._S".'.`.T :, /•.. .f: �:L�`.L..,.:.:'..[._= s...F.• k..c!�......Z..C.:.`F.-:TT:.I`..,..:,._.T.r._...L_w„...._... .._....,r_...�..,.W..�.F�_,,._,L_'t_.e.....t,,._.,--.iL._.-.._.�t._..:...2Tx....2,.. ,.s. _."._�5.T-..:.-R s._ar r:Ir_;.,..�._-��.z�..,_.�._ _._.T_:T�..T-.s.�":"r._.T_-_:t.-r.7-�:r,'-�-T�-�"�F--�W7.. fI .� __._r_..l.....-_r.._.._.,F r._a._F_..E _..,__..k.�,,.,�<,s�._.,...., ,,_.,,,,._.,...:i�.-„.........{5_,._,-,,. _.__ ..�..-r' ..:.c�'.`-".._.`_...:zL..�.F.'.I_`.t."..Y..._'T r. _ „ ,. ...:-. .�...T_.._.i..I.T...::::.S a'rT F ...F...,..L. .." .Iz x..rC="s�-:z_1_�2::::=-•; �". -r^._-...=,..s-.:�--r.rs_:�:x��a!_..r SPRA Y RAFTERS ABOVE W/B LACK PAINT.(TYPICAL ALL AREAS)__,_ .. I € , -• 'L-r--r•-r_L. -r , E _i,r,....C.....T_ , ..1m.._..,_._._ .»e.,.. ._ r s_ Cr.1.. Z_.... .r.. r`T _. .�.. .. ._:..._k..�-L.. ,....-L......, ,w, .<. fF[FC I ,., ,„ ,rG �.,.. ,, i,. ,_.Y..._...k...T_ _ .L..._. ._7.-•�....�-1-5—'. ..,-t .S ,....a i_..L.....u..T_.._f. � 4� � s_.. ....3 , � max•, /, a •r%r i t..�-.Iw�"L''"�T -:--t r ! r 7 T-:'C`d.� r.. ./,,: ,..i, � �.__�..x ...T '•`;�" ,ym >',F`•< rt' 7._-C 7�'.T:."7'F_'.."."�l>'"`''"'-._i"-_'T.': .....r....T._i..._T:.`."S.:' _...... .. ..... ...._,.....T....<-.a.._. _..,..3...,. ___.S.W ...._...- _ .. ,dy .f/ /,. _ ..5...1....I .,... F" ..... - .[....L.. ._ .'I'_! r T-�-�r r- .. .... ._. .. � _ ...,T"""'t �1 .;.. r [� •-ram -,-t-, ,... ._._ ram.-,"" .r-,-�. -r -r' r t x ,' ..F >, .l. ..:s .< ,/. ,,. _,. ............. '�'''. ,';�•'. �7. �_L�- ,y��� f --""'T-r ...... ._,..."..........:... ..1.. " 'l"]:'L"�S",I �....,.. .._. 1. a..,_i. .d »-L�_, - .. ,:.. .. ,.,' � 1 _". -r ,1'c'rt` -r-"'-,- - t... :..:T :''I:+"T'�i L..7...... ....T:'T I Lam'C �r . "7S,"3 t _ _ .,. .. _,.....°...1i-'r`r-`T:'�.-I �-s _.. . -.-. ,". .•�.;,:' z 'y, _r.. T's� - - -- ,s-�r`.r_'-�`:xW r 4"FACE BRICK VENEER WITH BRICK .,, � :.� :.s..-,r ...F...T';: '.."F.`t"'.._ _7'"' '1�.e'•"" ='✓f" ��;� .I_. _::I'Y='."TT'T.`:r..:,.L`�"" <� i ...I,.._ /" :llifi': / '.;, r e-•.! s .....�" � QUOINS AT i..,....,. x T.... r•,,,.: _x _ .. _.: 1..: ,,. 1 �._.....T_.z._;. ..:. =z �...--r. x. z.. Q S OUTSIDE CORNERS TYP. a.• x r , � I. '::..:..r €....t....._ a- t T._ -r C t .Z-..,.. .-. "C.._T�"' •C.,..' ,-i-, r ,, i'�• .F.:.'1::' .7....-F................1 Z <<:i:'•, .:err , !. ��c,�_,�. , r • .. .. .'. ..,._._., ,._I r _....::C..;...T.. _!....F f.F-_' ::.,, ....T.:.:.i::..-c...:....L:' ..:.L;.._-.-C"-r.I-;-'''-� a"%'» i .x ....t_._L... _.�...r- -,.� _. ,......,...r.. ......-... .. T Z _..._ ..,....Y._ _.:..._k_.....;.. ..,.. _C...1 :_.....+ _.._ ._.._.......;..L._,. 1 I :....F...;..I. ...1...., T-'::C::, L. ._L��Y_ / _.....T..�::L-.'• i. ....7....T:`7...!_.. ..J._ -...L. ._ _.:T... r-:k ,r L - r i� r _ 3 s. cm.�z.�,.:....�r'�z�.t..._._..r.k_s. �`�• t m--•_ -. u -.-'�-,_ TOP OF FIRST FL. t. T_, 7 _ L...k._.S._.....T_ 7 .- 4 , ....£:" F : _-':"�, .:�.:?.....L....T..�.. --, ......._.L.. L T;:Z:..-, .._...i:.....-....; .[ ._ - ....L...,...r..;."`'€'.,.C...._.T i-:. .+.. :_..r_...,....1.....:,....T...."C:....L, _.!..._.T _t .W...{:m.7._ .,.....:... 5.,.. a. .. l".�. :a _ � �...i..-L.r1..., _. .C.a.. 5�;...I. Y". ���.-t�� � �-�' .:..._1...,2:.�1:....;..._:....rr „•:,�. ,. .,.. �'%.. 1 -: ,. x_r... _..r....r... - _.s.°,rrT-_x-T-s ., -_-Fs: t__. : r. . .'r'-r-`-x, s-._.r.,I-.._�s._, 8.3.21 Per as built conditions (VARIES) L-:., -z r r.. _ a , __ _____________. _.."._._ ._.___ _,_ ....._________________ __ __..__� lc 1.25.21 Per as—built conditions `( I R V.14"W"RO ND"FIBER STRUCTURAL TAPERED uLA rJ I PROV. 14"W."ROUND"FIBER LAS Pt V TIMBERTECH RAILIt�IG PROV.tA"W."ROUND"FiBERGtAS i (TYP.ALL COLUMNS} I i i PALL COLUMNS) N P'`' "RADIANCERA L" S 1`I4iT3ilTA REDUMN i -�` 1b 1.18.21 Per as—built conditions ' I i I I ______PRC�V:�`IP "-1RONWE7t7D-DE0t<iNC�- --_-..._____._�P-ALL COLUMNS)----------------------------------------J — —�— ---- ---- ---- ---- ---- -- --- --------------------1--+------------- -----------i— r---------_—_—__----•..._...... ---_. _ _._. _.__ __ ___--- ----___--_----------_--_----------_.------------------------------------__� — I 5 4"6" A ALL DECKS I 1 a 9 24 20 Per as built conditions ` I 1 i t I I Rev. # Date Submissions I s Building Address: I i s i 1 i I i � 1 E_��-�__-- ----- ----�-TM--- _ ---_---^--_-- --------__--•_----_„ .. _----------------------------------------------_-------------------------------_-------_ 1585 WILLOW DRIVE, __________ t r- -------------- _------ ------- -------- -- -- _ - --_---_------------------------_--_------_-_-_---------- -�, --------------------------L---L------------------------------------------------------------------------------------------------------------------------J----i EAST MARION, NY 11939 PROPOSED WEST ELEVATION SBL: 22-5-8 Zone: R-40 Drawing Title: ELEVATIONS a N LP N Seal & Signature: ARC kAATZ77C yc 0 qti 1-1 00 - _:,•,t , 0 23523 O 0 OF N J W BUILDING PERMIT 35914 Q # Date: 8.31.2020 Project No: 20200831 Q Drawn By Z i o Checked B . Q Scale: JAS NOTED j Drawing No.: A-202.00 g Q Sheet of Q Q 0 0 Ld ELECTRICAL LEGEND DOOR SCHEDULE PAN � 11u EL - PLAN , LEGEND & NOTES NOTE: w GENERAL NOTES CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL 11 U CHANGES TO THE CLIENT REQUESTS, AND O GEN°ERALCON CONTRACTOR REVISIONS.AWINGS DUE TO FIELD CONDITIONS, \ 5 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & FIRST FLOOR- EXTERIOR DOORS-ANDERSEN/THERMATRU - U.O.N. W STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. FIRST FLOOR- INTERIOR DOORS- "JELD-WEN CAMBRIDGE SERIES" PANEL LEGEND REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. u v� IS TO BE PRESENTED TO THE OWNER AT-THE COMPLETION OF THE JOB. 1 1/2" #8 WOOD SCREWS ►"�1 \ Z 2. BEFORE COMMENCEMENT OF WORK, THE GENII-. CONTRACTOR SHALL SOLID PARTICLEBOARD CORE OR APP. EQ. - U.O.N. FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE^'MOUNTED LIGHT FIXTURES. ALL (REFER TO TABLE 609. .4) 12 12 16 ° INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. iJ < PANEL 6'-0" < PANEL 2'-0" U < PANEL DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: PANEL SIZE DRAWING LIST ` OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. REF. TYPE AND # OF SCREWS QTY. SPAN SPAN < 8'-0" SPAN < 6'-0" 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" COLOR T.B.D. O 6'-O" (PAIR) 7'-O" FRENCH GLUASS DBL. SWING FOYER WIDTH HEIGHT o \ (� RECESSED DOWNLIGHTS TO BE LIGHTOLIER' OR APP. EQ. TRIM -WHITE. #8 SCREWS @ 16" o.c. ALTERNATIVE FOR OPNG. PROTECTION rn VARIATIONS FROM THENDITIONS ON THE °B. THE ARCHITECT DIMENSIONS SHOWN. NOTE: E3E NOTIFIED OF ANY O2 2'-6" 7'-O" MDF-SOL. CORE RIGHT FOYER/CLOS. "A HORIZONTAL- 6 VERTICAL-4 2'-1 O"X 3'-6" 3 WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" A-N DRAWING NOTES/PANEL PLAN C NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. O II (PAIR) 7'_p11 "THERMA-TRU" DBL. SLIDE FOYER AND MAXIMUM PANEL SPAN OF 8'-0" A-0 FOUNDATION PLAN v 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN FRENCH-GLASS g #8 SCREWS @ 16 O.C. ON THE DRAWINGS UNLESS OTHERWISE NOTED. MDF-SOL. CORE SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND00 4 2-6 7-0 LEFT FOYER „ „ 2-6 X 5-6 1 N O F.P.S.0 B1 HORIZONTAL- 4 VERTICAL- 4 TWO STORY BUILDINGS. PANELS A-0• � FOUNDATION PLAN DETAILS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING Z AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, (D DUPLEX ELECTRICAL RECEPTACLE 5 2'-4" 7'-0" MDF-SOL. CORE RIGHT BATH "C" #8 SCREWS @ 12" O.C. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH „ A-�1 FIRST FL. CONSTRUCTION PLAN BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO "Cl" HORIZONTAL-6 VERTICAL- 10 3-6 X 6-10" 3 ATTACHMENT HARDWARE PROVIDED. N ADD DOUBLE DUPLEX ELECTRICAL RECEPTACLE 6 2'-6 7 O MDF-SOL. CORE LEFT BEDROOM #2 x TO ALL APPLICABLE CODES. �S0 DUPLEX SEPARATE CIRCUIT RECEPTACLE O "D" #8 SCREWS @ 12" O.C. (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) - .I A-1 •1 FIRST FL. DECK FRAMING PLAN '� M a 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, &COSTS 7 2-4 7'-0 MDF-SOU. CORE LEFT BATH "D1" HORIZONTAL- 6 VERTICAL- 10 3'-4 X 7-2 4 A-2 SECOND FL. CONSTRUCTION PLAN RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL (tGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER O 2'-4" 7'-0" MDF-SOL. CORE RIGHT CLOS. "E" #8 SCREWS Co) 12" O.C. ° u�y �FL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE "E1" HORIZONTAL- 12 VERTICAL- 10 3'-6"X 7'-2" 2 TABLE �1609.-1 .4 A-2. �1 SECOND FL. DECK FRAMING PLAN THIS CONTRACT UNLESS OTHERWISE NOTED. O9 3-0 7-0 MDF-SOU. CORE LEFT HALL ` � $ WALL SWITCH „ „ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE A-2.2 SECOND FL. CEILING PLAN W 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES F #8 SCREWS @ 12 O.C. (1) 1`-10"X 7'-2" ` U ``� N CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH 10 2'-6" 7'-O" MDF-SOL. CORE LEFT LAUNDRY 1 FOR WOOD STRUCTRAL PANELS 3 F1' HORIZONTAL- 16 VERTICAL- 10 (2) 4'-0"X 7'-2' x BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. O -2.3 ROOF FRAMING PLAN 0 $DS RECESSED DOOR ACTIVATED SWITCH 11 3'-0" (PAIR) T-0" MDF-SOL. CORE DBL. SWING LAUNDRY "G" #8 SCREWS @ 12" O.C. FASTENER TYPE PANEL SPAN 2'-O"< PANEL 4'-0" < PANEL`6'=' < PANEL = N 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL „ 2'-10"X 7'-8" 2 < 2-0 SPAN < 4-0 SPAN < 6'-O SFW < 8-0 �� \ ¢ Q RECESSED DOWNLIGHT (100W) "LIGHTOLIER" OR APP. EQ. 12 3'-0" 7'-0" MDF-SOL. CORE RIGHT F.P.S.C. HALL G1 HORIZONTAL- 8 VERTICAL- 10 - -2.4 ROOF PLAN CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNLIGHT(100V1n " LIGHTOLIER" OR APP. EQ. 10 #8 SCREWS @ 12" O.C. „ 1 1/2" #6 WD. SCREWS 16 16 12 9 A-3 BUILDING SECTION ����\\ �\ E 13 5'-O (PAIR) 7'-O' MDF-SOU. CORE DBL. SWING BEDROOM #1 4-0 X 8-0 3 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL HORIZONTAL- 9 VERTICAL- 10 1 1/2" #8 WD. SCREWS 16 16 16 12 A-4 EAST ELEVATION PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. B CEILING MOUNTED JUNCTION BOX 4 2'-4" T-0" MDF-SOL. CORE RIGHT CLOS. \\\ \\\\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. O WALL MMDF- OUNTED JUNCTION BOX 15 2'-4" 7'-O" MDF-SOU. CORE LEFT BATH A-4• 1 WEST ELEVATION ��•�\\�` 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONTT. GRADE OR EQ. B O A 4.1 NORTH/SOUTH ELEVATIONS \ \\\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. WALL MOUNTED DUAL SPOTLIGHT 16 5'-17 PAIR 7'-11" ANDERSEN-FWH54611APLR KITCHEN \\ \\ (PAIR) \ \\\\\ 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL �F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT 17 5'-0" (PAIR) 7'-11" ANDERSEN-FWH54611APLR DINING RM. A-5 ENERGY CALCULATIONS ` ° \� WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. \\\\ \ \ 18 6-0" (PAIR) 6'-11" ANDERSEN-FWH5461 1 APLR BEDROOM #1 A-6 PLMB. RISER DIAG./NAILING SCHED AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST _ \nx\\OWN EF " " — \ \\\\ FAN/LIGHT WITH DUAL SWITCH AT WALL. BROAN HEAVY DUTY UNIT - \\\ OR APP. EQUAL. 22 3'-0" 7'_0" 'THERMA-TRU" RIGHT GARAGE Q NEW TELEPHONE RECEPTACLE F.P.S.C. FLUSH T 23 2'-4" 7._p11 "THERMA-TRU" LEFT BATH NOTE PNJ d NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) EXT. RAISED CUSTOM C 24 9'-O" g'_p�� "CLOPAY"CUSTOM RAISED PANEL dsT NEW STRUCTURED CABLE (TO REWIRED TO CENT. CONTROL BOX) LIFETIME GAR. DJ H.P. OPENER GARAGE ✓ r y -- 25 18'-0" 9'-0" l_°coPAY"CUSTOM RAISED PANEL GARAGE 2' ' " 3' ' 2' ' 7" 2'-5" 3' ' 2'_5" 2'_5" �—&-tj' 21-511 2'-5" 2 PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ® SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL LIFETIME GAR. DR./2 H.P. OPENER t tsD � I _ I-�3' '_5" -- - _ i' _ W CODE E CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE CONTROL BOX. 26 2'-4" T-O" MDF-SOU. CORE LEFT BATH - DESIGN. ALL OF THE LOAD CALCULATIONS & CODE RA PLANS PA COMPLY ®DB NEW DOORBELL 2O7 2'-4" T-0" MDF-SOU. CORE SLIDE BATH j ®0® i ® _ b WITH ALL OF NEW YORK CONSTRUCTION CO ( ) -- _� I I � FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. O \ \ I f NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. 28 3'-0" (PAIR) 7'-O" MDF-SOU. CORE DBL. SWING LAUNDRY \ 1 \ ® \ ■ I I \ I I I I I I n I ' � ' I u � \ � n I n y i X X X X 5 -2 \ \ 1 / ; .I \ 4 -8 4-2 29 2'-6" 7'-0" MDF-SOL. CORE RIGHT BEDROOM #7 \/ \/ 5 - i_ou / \ \/ 1 I NOTE: ■ /\ I I \ n \ �` /0\\ 8'_Om� / ■ % ■ //� \ 8 -0If / END 30 2'-4" 7-0 MDF-SOU. CORE SLIDE BATH O O O Ej 8-O Qp Q \ ■ CONSTRUCTION LEG PROVIDE ALLOWANCE FOR 10 kN GENERATOR- LOCATION T.B.D. I \ I / \ ■ I I ■ / I ■ I / I I - _ _ __ ui THE FOLLOWING APPLIANCES TOBE RUN BY GENERATOR: „ I __ 31 2'-6 T-0' MDF-SOU. CORE LEFT BEDROOM #3 I I ill ! - - I I I � � �--- ° BOILER, HOT WATER HTR., REFRIC., KITCHEN DN...LTS. & FOYER LT. - - -- NEW EXTERIOR PARTITION -2 X 6 WOOD STUD WALL W/1/2' CDX PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPEDI). #. 32 2'-4" T-O" MDF-SOU. CORE SLIDE BATH \ PROV. 5" EXPOSURE VINYL"CEDAR IMPRESSIONS" BY CERTAINTEED 33 2'-4" T-0" MDF-SOU. CORE SLIDE BATH QTM 1 QTM- 1 caTY- 4 aTY- 1 1` f (2)3,_0„X 6'-11" (2)3'-3"X 6'-11" ti � r/ W OR APP. EQ. (TYPICAL ALL AREAS). (2)3'-T X s U „ „ (2)3,_5„x 6'-11" 1'-1 O„X 8,_0„ 1'-10„X 8,_, (2)3'-3„X 8,- f, m � ALL EXTERIOR TRIM AS NOTED ON THE CONITRUCTION PLANS. 34 2-4 7-0 MDF-SOU. CORE SLIDE BATH 1'-10"x 8'-0" a'-o"x 8'-0" 4-0"X 8-C 1'-io"X'-0" .~ W NEW INTERIOR PARTITION -2" X 4"WOOD STUD WALL W/1/2" CDX PLUMBING LEGEND 35 2'-6" T-W MDF-SOL. CORE LEFT BEDROOM #4 a'-o"x e'-o" a'-o"x 8'-0" INTERIOR SIDE- 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. �- z z INTERIOR TRIM - 3 1/2" SQUARE POPLAR TRIM W/OGEE "ROUTE" 36 2'-4" 7'-O" MDF-SOU. CORE SLIDE BATH W ON ALL DOORS/WINDOWS 2'-9m� f' '1 2' ' 7" 2' ' ' '� I I 6 21_gml m 2�_g�l 2m m �1 0 W® PROVIDE ALL NECESSARY PLUMBIN�i ROUGHING AND VENTING AS 37 2'-4" T-O" MDF-SOU. CORE SLIDE BATH 6 SQUARE POPLAR BASE W/OGEE"ROUTE". P L NECESSARY _____ __ INDICATED ON CONSTRUCTION PUNS. FOLLOW AL --- --- ---- _ -_ --ALL WINDOWS W/ ___ __ _ _ J� PROVIDE MOISTURE RESIM SILL, U.O.N. N.Y.S. AND LOCAL STANT GYP. BD. (GREEN BD.) FOR ALL COMPLETED. PROVIDE PLUMBING NECESSAES THAT APPLY RY DRAIN VALVES FOR WORK TO BE 38 2'-6" T-0" MDF-SOU. CORE RIGHT BEDROOM #5 ® ® ® i - ®I ® VINV-11'M'�11�t��CGRTil"Aril Ir BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL El FOR ALL 39 2'-4" - T-O" MDF-SOL. CORE SLIDE BATH _- I ® I 7 �m WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. \ AREA RECEIVING TILE, INCLUDING FLOORS. ALL WASTE LINES ARE TO BE INSUTATI_D WITH SOUND ATTENUATING I I u 41_4m1 \ / \ \ /` , „ , „ i 4-4 I I ' I I II „ I II \ , „ �\, �� I II W ,..r INTERIOR PAINT-TO BE BENJAMIN MOORE U.O.N., ONE COAT PRIME INSULATION (TYP. ALL AREAS) (_ 40 2-4 7-0 MDF-SOU. CORE SLIDE BATH 4-4 ® 4-7 r 4_7 &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. 41 2'-4" 7'-0" MDF-SOL. CORE SLIDE BATH / ©\ •/ ©\ /© \ ./ ©\ /©\ /Q \ /' \ j / ' " / / \ SATIN FINISH BATHROOM PAINT TO HAVE MILDICIDE • ,PROVIDE FROST FREE HOSE E316S i 5-5 I I 151-511 Z cl) I \ / \ II � ALL TRIM TO BE S / \ �, HB � 42 2-4 7-0" MDF-SOU. CORE SLIDE BATH - I ------ -� ' - - --- - _J I I , .�' / \ / \ ����'�`=a ADDITIVE. O QTM 4 QTM- 4 _ „ „ - - - j - -- _ __ ___ __�L / \ t OS SHOWER HEAD (FROST FREE SHOWER BODY) 3 C]TY- 1 _ 0\\ ,/ \ /0 \ • I I W �� ® HARDWOOD FLOORING - #1 RED OAK 2 1/4"W.,15LB. FELT UNDERLAY. O 3 a X 5-10 - I, / A - A 43 2'-6" T-O" MDF-SOL.CORE LEFT BEDROOM #6 3'-8"X 5'-10" FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). GAS LINE FOR: BBQ, DRYER &oVE N: GAS TANK LOCATION AS NOTED (2)3'-s'x s-1o" c�TY- s STY-.2 . , "�° 3'-8"x s'-2" (3)'3'-a"x s'-2" __ �°�,���7E�It*:�'�*�HE'D ® Z OF OTY- 3 0„ 2 'S �IS£°ro!12 CGS ARP+o SUB-FLOOR -3/4"THICK PLYWOOD GLUED AND NAILED. G QN SITE SURVEY, WITHNER IN GRAB AREA N THE CIRCULAR 44 2'-4" T-O" MDF-SOU. CORE SLIDE CLOS. � _Th s SUB-FLOOR- 3/4"THICK PLYWOOD GLUED AND NAILED (TILEAREAS). DRIVEWAY. NOTIFY OW 3-8 x 7-3 ( ) -a x 7-3 _ .� . •• . 45 2'-4" T-0" MDF-SOU. CORE RIGHT BATH _ - , „ „ 3 3, „ r CARPET TO BE SELECTED AND PURCHASE[) BY OWNER. ALL SUPPLY &WASTE tINES'ARE TO BE INSULATED WITH SOUND - U ® Ir ATTENUATING INSULATION (TYP. ALL) 46 2'-6" 7'-0" MDF SOL. CORE LEFT BEDROOM #8 ' RETAIN STORM WATER RUNG � Q �D FLOOR DRAIN: PROV. A 3' DIA. X 3'.D. CFTCH BASIN. 47 2'-4" T-O" MDF-SOU. CORE LEFT BATH I 2 -7 2 -7 �I 2'-9" 2'_g�� 2� 1 71, PURSUANT N CHAPTER 236 L II 1 11 -/—II Z_ 3 f OF�'fIE TOiN�t C�OE, 3' 2'-2" j � � � � C� ` "' 4� 2'-4" T-0" MDF-SOU. CORE SLIDE CLOS. __-_ _ _____ ____ OWNER TO SELECT STYLES OF FIXT. INLUDING THE FOLLOWING: 49 3'-0" 7'-0" MDF-SOL. CORE RIGHT HALL ' II INKS TOILETS;TUBS, FAUCETS, TUB J &SHOWER CONTROLS. 2 -� 0 -----, ----TILE - LEGEND S IDEDO . ALLOWANCE TO BE PROV OWNER BASED ON TYPES �_ �� � �� _ I� -� � , ' u I •�"' I I re ,. FIXTURE A 56 5 0 (PAIR) 1 11 ANDERSEN FWH54611APLR BEDROOM #3 \ - \ / ,2 W OF FIXTURES SELECTE D. , � i \ � , , II 3 3 ` I UQ I�lpT'P'�:3..,�IM �"�c T1 10" CERAMIC TILE -"AMERICAN OLEAN"TILE: OR APP. EQUAL.TILE ALL FIXTURES TO BE PURCHASED AND STALLED BY THE PLUMBER. 57 5'-O" (PAIR) 6'-11 ANDERSEN-FWH54611APLR BEDROOM #4 \ ' \ \\ -I 41-g I / rjl_2" � 4'_2n � i x i 4'-2" �RcAI�;Ii�`G ` ���"CI,����Y BORDER W/20"TILE ON A 45 TO BE INSTALLED OVER 1/2 CEMENT UNLESS OTHERWISE SPECIFIED BY OWE�t rr BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF 58 5'-0" (PAIR) 6'-11", NDERSEN-FWH54611APLR BEDROOM #5 ' " I \/ \ // ' " / © \ ADDITIVE MIXED IN. _5 /\ ■ X 5 _4 / \ `�\\\ / `� W ` t 59 5'-O" (PAIR) 6'-11".. ANDERSEN-FWH54611APLR BEDROOM #6 I // \ I I I` \ / QTM 1 I �I• i T2 6" X 6" CERAMIC TILE-"AMERICAN OIJ TILE OR APP. EQUAL. TILE \ Ull i I - \ / 3'-6"X 4'-4" J 3'-8"X S_7„ ' B1 3'_p„ 7,_p„ ,F.P. C. FLUSHif OTY_ QTY- 2 BORDER W/20' TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT LEFT BASEMENT QTY 3 U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF I �_ "THERMA-TRU" � " 3 6 X 6'4" 3'-8'X 6',11" CERTIFICATION i' ADOPTIVE MIXEo 1N. B 3'-O" 7'-0" RIGHT BASEMENT F.P.S.C. FLUSH �y �e T2 0"X l CERAMIC TILE - "AMERICAN OLEAN""FILE OR APP. EQUAL.TILE 3'-1�OO"X 7-3" 4'0"x 7'-1" I !'�9.5? I�.I �r ,IE' ��iTI01"'� BORDER W/20"TILE ON A 45"TO BE INSTALLED OVER 1/2" CE.MENT 2-10 x 7-1 REWIRED, BOARD, U.O.N. WALL AND FLOOR GROUT 1"0 HAVE WATERPROOF -lI�l�*i �"t? ADDITIVE MIXED IN. ON LEAD CO." I ENT,RVOP3E PLUMBING FIXT.IRE LIST: WINDOW SCHEDULE �,�. C;GfI ��°� V,1117H �„_� 'O , K STA < T04�''P� CODE BATHROOM FIXTURES: BY KOHLER VERIFY WITFN_NER) ALL WINDOWS TO BE ANDERSEN WOODRIGHT SERIES: 3 p0'� '}� '�,�+�`.��'"ANF'�'•IOT AS REQUIRI� TOILETS: CIMARRON COMFORT HEIGHT TWO PIE_ K-3497-RA SIMULATED DIVIDED LIGHTS/WHITE INTERIOR EXCE—rEE, 2110 0, 8 Ip LCAD, - SINKS: THOREAU UNDERCOUNTER LAVATORY- 1107-411U 1 .�:� SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCIK_10272-4GROUGH H H ANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES / ! �I,,;�I� ,„•SHOWER TRIM KIT: FORTE ESSENTIALS PERF CE PACKAGE- K-10827-4 / - _ _.. #rr_ J m _.... __. Cam' =^' j'•^,; PROVIDE CUSTOM SHOWER PANS WIDTH EIGHT PROV. ALL NECESSARY PLUMBING VENTS AO WDH 2852 2'-10 1/8" 5'-4 7/8" 9 D.H. EGRESS SHOWER BODIES BY KOHLER ��I. �. .t_ .I_; t _ 7S .. '- /� .-.."-•••.a.. IBC. .M.JL.J PROVIDE TOILET SEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO P WTR 2810 2'-10 1/8" 1'-0 1/2" 29 TRANSOM J UfgSE r, :M.�" GLASS SHOWER DOORS BY OTHERS © WDH 28310 2'-10 1/8" 4'-0 7/8" 15 D.H. INSULATION N O F E S KITCHEN FIXTURE LIST: © WDH 2836 2-10 1/8" 3'-8 7/8" 8 D.H. - Y W PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD SINK: UNDERTONE - K-3183 - OD WDH 2841O :l O 1/8" 5'-0" 7/8" 7 D.H. _ ® ® ® ® t=�, _ ® ® APPROVED D FAUCET: AVATAR SINGLE CONTROL PULLOUT FAT K6350 11 ��� UNDER ALL NEW CONSTRUCTION. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURSE. O WDH 2842 2'-10 1/8" 4'-4" 7/8" 12 D.H. -' i T �y 1 (/ B E - CASEMENT ENT �L I I - - _ - NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY FO CX 145 2'-L"' 4'-5 3/8" 8 EGRESS INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. ,----��" +.�-- �_�-_. � •--'''r �S � r I- :. - = FEE gY w © CX 125 2-8 2'-4 7/8" 1 CASEMENT  - - NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR =� _ NOTIFY BUILDING DEPARTMENT AT O APPROVED EQUAL. L� L� © © © �� C_R l [� [� O I65-1802 8 AM TO 4 PM FOR TI-!E Z l CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES ® ® �-' INTERIOR WALLS: R-21 BATT INSULATION H '813 2'-8 1/4" V-3 3/4" 7 BASEMENT ® � j FOILOWWG INSPECTION I- F- O �-_' ® H 1 FOUNDATION-TWO REQUIRED Z Z O GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES I W W _1 FOR POURED CONCRETE D D co ROUGH-FRAMING,PLUMBING, S?RAPPiNG ELECTRICAL&CAULKING 0 0 W O W �' �- - - - l �_- - - �' - - - - 3 INSULATION Zz NOTE: - _ _: _ _ - 4 FINAL-CONSTRUCTION 6 ELECTRICAL 0� o w o w - -G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT. & EXT. b PLETE FOR C.O. �J �jr �[L: AC/HEATING NOTES INTERIOR/EXT E R I i R TRIM .- DOORS PRIOR OORDERING. - - - -, �. .. . - r�� '..: G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE PROPOSED EAST ELEVATION € ° , .I.a � �� /�'. I b , ALL CONSTRUCTION SHALL MEET THE (00 LL (D o �o OF ALL INT. & EXT. WINDOWS PRIOR TO ORDER. I REQUIREMENTS OF THE CODES OF NEW t I PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, INTERIOR WindsorONECIASSICCOLONIAL N.T.S. , , - ,� II'�;! 'Ieo� �<�j�l�g ` i��'"" � Ili ��s�� YORKSTATE. NOTRESPONSIBIEFQtZ � O O PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: ( r.J3 �.F t i •� H � -•^.n0,"m O r r BASE MOLDING : WOBM001 `j �^ [ " C! T t''� y DESIGN OR CONSTRUCTION ERRORS r of Ci ONE "BIASP 5 SECTION CAST IRON BOILER WITH RIALLO BURNER, WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNEIIOR TO ORDER. r i i i,'U f CrE L L IFICA��MV111�'�I I ,(SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. WINDOW& DOOR CASING: WOBB001 , WOCS001 r� - OWNE TWO VAUGHN 100°GAL. INDIRECT HOT WATER HEATER, U.O.N. VERIFY W/OWCLEARANCE" FLUE CROWNDNIER TRIM ORDER PRIOR TOI TH PURCHA' aYr ,CUIPA �CY U. 0 ADI°��,ildr10 SCALE: ALL INTERIOR TRIM TO BE PRIMED AND PAINTED N1F UNLESS "R= 1/411=110" ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC.,AND OVE OTHERWISE NOTED.NOTED. .I' ;;``' ' OFFICE SET 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. / DWG. NAME: TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS EXTERIOR AZEK TRIMBOARD \n, OTHERWISE NOTED. „ „ ---� F'. _J. _ f! TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS WINDOW& DOOR TIM: PICTURE FRAME-5/4' X 6' A: c) 7,2O, 1 O DRAWING OTHERWISE NOTED. CORNER BOARD TRIM: 5/4 X 8 AZEK "� ! I NOTES & PANEL TWO HOT WATER COILS, CEILING/FLOOR OUTLETS AS PER ENGINEERING FREEZE BOARD: 5/4"X 6"AZEK PLAN SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. FASCIA TRIM: 5/4"X 8 V.I.F. AZEK NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK E:ZEK BEADBOARD <" THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ALL EXTERIOR TRIM TO BE PAINTED WHITE, VERIFY IERIAL TYPE - yam ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: '� r°` f REVISIONS,CHANGES,AND/OR MODIFICATIONS WITH OWNER PRIOR TO PURCHASE. "�' 'f" ' SHALL,BE ALLOWED W/O WRITTEN AUTHORIZATION ! } BY THE ARCHITECT, ANY REPRODUCTION IN PART a OR WHOLE IS STRICTLY PROHIBITED BY LAW. I NTRACTOR TO OF NOTIFY ANY AND ALL REVISIONS H ARCHITECT IO S DUE TO O FIELD CONDITIONS, CLIENT,AND OR GENERAL W CONTRACTOR WHICH DIFFER FROM THE �� g v) CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z U z � O I \ v 00 O � 3 ~ z00 Q � N � w 1 24-911 7n N SEC."A" _ r-• -� ------- ----- — r- -T--r---- -- - s--------- -------- UN I I — — — — — 1 L I l .. r- --- --- �����\\ ----- I 1 1 '-311 1 1 '-311 1 1 '-311 I 1 1 '-311 1 1 '-311 1 1 '-311 r-' L_...__� 6' 31_711 \\amm,\\\ 4 -2 I; I \ ��� _ _ _ I -- -_ �\\\\\ - �.-- 1 — — -- — -- - - — — — — - - f -- - - ------_-_ _---- — - ---- _------_ _ ---- __ -- -----_ - - ---- ----------- z-------- --------- 8- ------- - ---- -- \\\\��\\ -------------- -- L L : .- L-=-J I- 1 J \�\\\ I �f \�\\ I I i I I I \�� \\\ 1 l! I I I �� II - \'\ \ 1 L, „I I 2'-O" TYP. 4" P. CONC. SLAB ON COMP. 4" P. CONC. SLAB ON COMP. 2' Q'� TYP, f :I I. I 1105015, 015,1 6 -9 6-8 I I I L. I I°• I °1 FILL (TYP. ALL PORCH AREAS) FILL (TYP. ALL PORCH AREAS) \ \� I J I 4" P. CONC. SLAB ON COMP. I° a • I I i 8'-111 I° 1 FILL (-TYP. CH AREAS) ALL PORCH - - ---- -,------ ------- ---- a. --- ° , d '-9"------ ----------- ------- ------ - - _ 1077Ell PROV. 1/2" DIA. X 10" L. GALV. STEEL I <r- ------ ----'=---�� --------i--~-- -----L�----'4 ----------- -- ------------------°-------- ------------ ------- -��,. I I ILL _ J... I I I I 1 II I f 1 1_ 11 W ANCHOR BOLTS FOR SILL PL. OF LT. 3 -.11 I I I I I I I I 2 7 INTO CONCRETEFRAME OU@ NONMORE THAN D 2'-3 I'- J I 3'-0" O.C. C V-0"AWAY FROM EACHI ! l 31 -11 " 1 ° I// FD j ''• `I V CORNER (TYP.ALL FOUNDATION) 1 131_711 V1./ -• I C4 P. CONC. SLAB ON COMP. ( 4" P. CONC--. SLAB ON COMP. 1 1 l I I ------- ----------- - - I FILL WITH W.W.M.6 X 6 REINF. I FILL WITH V�. M.6 X 6 REINF. I' ---- --- - -_____ _-_ ._-.______-__r_._^_______ �_J • : I I• 'll I SLOPE TO FLOOR DRAINS. SLOPE TO FLOOR DRAINS. PROV. 4" P. CONC. SLAB- 1/8"/FT. I i' I (TYP. ALL BASEMENT AREA) , n I (TYP. ALL BASEMENT AREA) I PROV. 8 DIA. MOTORIZED I' SLOPE. PROV. W.W.M. IN SLAB OVER , „I I 9 _5 DAMPER FOR FRESH-AIR7r, 1 Q Y GRAVEL TAMPED BASE. TOWARDS 4 —6 III HI a I I I CENTRAL FLR. DRAIN CATCH BASIN. I I 275GAL.OILTANK 275GAL.OILTANK I- r -� t-`�- --------L- W INTAKE FOR BOILERS. I U' U. I' { 11 -�-=-- ---- -=-----=- cc JB JB I I JB JB JB r I : .i f •a .I - ------ I 1 I° I 0 K 3 -611 1 In 12" P. CONC. FOUNDATION WALL W/ L L._-� I I I I I': ' ° : 1 Z W 2'-0"W. X 1'-O" D. P. CONC, FOOTING PROV. 5 8" F.C. GYP. BD. ---------- I I 4" P. CONC. SLAB ON COMP. I I Z IJ W W/W.W.M. IN WALL&3-#5 REBAR I - - ---I ---- I I 9 CEILING ABOVE BOILER OOGAL r FILL WITH W.W.M.6 X 6 REINF. IN FOOTING. (TYPICAL ALL AREAS) _ _ I I a '° IL W PROV. 3" BRICK LEDGE. 1' I I r--� +,--� ROOM &4'-6"W. X l 1'-0" L.r- , ° STOR I i J (TYP. ALL GARAGE SLAB AREA) I I Z Z I X 1'6" H. P. CONC. PAD. Jg I. ! 0 W I I — — — — — — — — — _ F.C.U.#2 — I— — — — — — — —I 1T ! — — — — — — — — I—. T 1 I — — — — — — — — — Ir � .I-2 -C_..711— — — — — � — — — I� -�®� I— — — — — I�- ! — — — — S ! ,I I I I 11 61511- I'• I I T I I` b I — — — — — I ° .I - OOTaAL I 4'-O"X 9'-6" X 1'-6" H. P. CONCRETE I I ; I 16-5 PROV. HAUNCH SLAB W 8" P. CONC. WALL WITH STONE CAP I ° ' I W12 X 45 (ABOVE) I I W12 X 45 (ABOVE) I i•1 . '.I W12 X 45 (ABOVE) I I STOR I PAD FOR MECHANICAL EQUIPMENT. I' 1 @GARAGE OPENING ON 16"W. X 10" H. P. CONC. FOOT'G. 1 I I W (TYPICAL ALL 4 WINDOW WELLS). rr PROV. 3 #5 REBAR OVER OPENING I I OIL FIRED I '• I I• I r J BOILER"B" 1 I PROV. 8 -ZONE OIL FIRED BOILERS > I II ItL I II I II 1 11 i 2-ZONE I„ Cc PROV. 3' D. CONC. WINDOW WELL. - -� ®' I 18 -4 2- 15 -4 2 -8 14 -6 - " HOTWATE (WEIL-McLAIN "WGO SERIES" OR APP. I < I BOILER SW. 1 -zoNE I EQ.- SIZE AS REQ'D. PROV. 100 GAL. I "I LLI O TOP OF WELL 2"ABOVE FIN. GRADE. I' I (TOP OF STAIR) POOL HTR. I MIN. (2 INDIRECT HOT WATER STOR. I LL PROV. 3' , 1" DIA. GRAVEL BELOW W/ I I 5" x 5"x 1 4" ST. STL. COL. I n TANK )SUPERSTORE OR APP. EQ. Q W/3/4 X 11 X 1 1 STL. 8 —2 — — — — — — orL FIRES I I ("SUPERSTORE" { Z 3'ADD'L. BASE, W/CUSTOM FLUSH I I I PROV. 4- FAN COIL UNITS AND A/C I ' rn STAINLESS STL. GRATE. REMOVE. I :I „ — — — — — BOILER• I ' I a I �/ WINDOW-AMERICAN CRAFTSMAN I "1 I BASE PLATE. W/4 -3/4 x 5-ZONE I { COMPRESSORS-(1 SEER SIZE AS I° I, I BASEMENT HOPPER WINDOW 3223 I ; iI W q 16"ANCHOR BOLTS. (TYP. Sc HOUSE ( ) I W 4 -6 ) I I I % _ � REQUIRED. PROV. ALL REQ. WIRING ' 1 � � OR APPROVED EQUAL. (TYP. ALL 7). I I I 3 I FOR FAN COIL UNITS AND BOILERS. I° -I I I 3 3 3 I 2 - 8" DIA. "ZERO" CLEAR. S/S FLUES. I ' I Q Z I I JB JB JB JB JB JB I • I LL O 2'-8"W. X 2'-8"W. X V-6" D. P. CONC. I I• I d I uP I I ' FOOTING W/3- #5 REBAR EA.WAY. ® 1 1 11 1aR. ' _J (TYP. ALL BASEMENT FOOTINGS) — — — — _ Bi ,If •• I I I I es 1 rl 't 1 I. I 1 I 1 11 Q I' I I. -z °� bt•-- �� — — — r'-'-.-- I.. •I I 1 I I 3 -5 — — — — — I — — — I. --- J- ---� I — — — — — — — — — — — — — — I. PROV. CONC. BEAM POCKET. SIZE 47-8 I I �� I �� — — — — — — -�— .�— — — — — — — is .I o i' ;- - �, I — — — — — — — — — — — — — — — I =1---=-� 41 1-5Ju U) AS REQ'D. TYPICAL ALL BEAMS I 1W12 X 45 ABOVE l /' I - I r`---= ------°-J I' ; ( ) 0 9'-4" I I�� 1� ( ) i \ �'____•� W12 X 45 (ABOVE) `' W12 X 45 (ABOVE) �'____� W J > I•• l�91 � \ IJ 11 ®FD j I 2,-7„ i ®FD �I PROV. NEW 400AMP U.G. I°• .1 �• I '• ... . . I p 1' I I ELECTRICAL SERVICE. r I I PROV. "WATCHDOG WATER PROOF, f . ,•I �� �\ �_ / _ AY PERIMETER OF FOUNDATION I . I I - I. I \� � L •? -� I Q WALL BELOW FIN. GRADE. INCLUDE PARGED JOINT BETWEEN FOUND. I� 8Z _ J � L_'___•J OWALL&FOOTING.(TYP.ALL AREAS) W12 X 45 (ABOVE) W12 X 45 (AT(7E) 7 W •1 FIRST FLOOR WALLS ABOVE. P. J 11-411 ( W ' V JB JB JB -+°+ JB I I d III i r' -•-' JB .I L a I —� 0 I•.., 1 III I PROV. 3 - 1 3 4"X 14 L{." MICROLLAM ' 'I' j k 41611— I I 2 _g LVL AMS. I I IIII o s LJ j ° f'. I 16'_511 PROV. HAUNCH SLAB I° I I I f 4" P. CONC. SLAB ON COMP. 1° C GARAGE OPENING 1 4 P. CONC. SLAB ON COMP. I - I I �I rrT- I I FILL WITH W.W.M. F- • -I FILL WITH W.W.M.6 X 6 REINF. I 6 X 6 REINF. Ld I W I I ' 4 -9 I•° I I P. ALL GARAGE SLAB AREA 1 SLOPE TO FLOOR DRAINS. '• ••I (T' ) I: 1. I I—q I I: ,. I ,' I (TYP. ALL BASEMENT AREA I ° : , �a� _ — —_ — — PROV. CONC. BEAM POCKET. SIZE I : I ) 21 -3 � m f :• ,• 7 •• I 1• ;, I i �° I � ', •; I AS REQ'D. (TYPICAL ALL BEAMS) PROV. WE DED 1 2" STL. PLATE ( Q u_" I L '_ _.J I�____ I I I,• _ I I FOR CON EC1jICN OF [-BEAMS AT to I PROV. DBL. 2"X 6"SILL PLATE TOP ii f I THIS LOC TION OF FOUNDATION WALL(TYP.ALL) 6 -8 I X ___ __ 1 I I n --- ---------�' h, •I I ' r 1 WITH TERMITE SHIELD & FIBROUS I I— — — — — — — — — — — — — — — I — — — — N -1 i 1 1 -1 2I-8n INSULATION. li i• {— — — — — — — — — — — — — — — — — — — — — I O a .I I, d 1 2 -�P. t I I I I `W12 X 45 (ABOVE) 1 21_�n 1 1 ,-8„ _ T_,. I I. r —,——'—— PROV. 2-1 3/4"X 11 7/8" MICROLAM --- JB uP. I LVL OVERALL WINDOWS & OPGS. I' p. 1 I 14 R. - -J JB I a• ,I ° I I°' . i � I1 IN PLACE OF RIM BD. (TYP. ALL) I 1 JB JB 1 1 r L------. -.-------------- ---------- •-------------=--J I 2 -7 3 � I 11 '-6" l• ° a .. ° .©. .I o I 4'-6" I I a ! C4 P. CONC. SLAB ONCOMP. I' I 1 '-1 1 n L _---------- ------------ ------ ---=---J U) FILL WITH W.W.M.6 X 6 REINF. f. I _s— '------------ (A I 1 n FIRST FLOOR WALLS ABOVE. P, I I SLOPE TO FLOOR DRAINS. 1 11 (TYP. ALL BASEMENT AREA) I a I 4'-6" 26'-211 2'-1 1 " I I I n w I I © I I 34 -6 /p 3'-411 I I 2'-211 i' r - _--'- --__- --'� " �• FL----------------------- ------------------- -----J I 1 L - ------- - ---- - __-- -r- -----^--J �' Z I- --•------------i_ a - -- - -- -7----� --------J--- °�' j- 4„ P. CONC. SLAB O I COMP.` - 1' I ----- ---------' -- - -- 1------------ -- J NOTE: 03 U m W 2 3 — f p Nr 1 2 -31 — 0— �— 0— I = I PROV.3 DE BRICK L .X F I FILL (TYP. ALL PORCH-1AREAS) I• I I ° i REF. TO FRAMING PLAN A.1 -1 >> > I { REF. TO DET./DWG. A.X 1 I 91_211 1 --L_-_�._____-� & BUILDING SECT. A-3 FOR war wIr war _____r___-____ __ram' I Dr STRUCTURAL FRAMING. c(n0 cUn0 co 3" BRICK LEDGE 8'-2" �4'-6" 9'-311 i. .l�j, _ °.' - - -----�_ I .: "� 9'-3" 4'-6" 8'-111 3" BRICK LEDGE Tw �w L --- J '- --- r co c To 4 d 21 '-11 " 3'-1 " 9'-1 " ON 3'-1 " 56'-511 11111. SCALE: NOTE: SEC. A ®INDICATES BEARING POINT LOAD �l ye=; � `I k�„ DWG. I " " THIS LOAD MUST BE TRANSFERED PROPOSED FOUNDATION PLAN �. OFFICE SET ��'- ."<; W/ADEQUATE VERTICAL BRACING. , 7.20. 10 Fo ` f 1 THESE DRAWINGS AS INSTRUMENTS OF SERVICE,ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DN REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION �w / . ,' BY THE ARCHITECT. ANY REPRODUCTION IN PART .: OR WHOLE IS STRICTLY PROHIBITED BY LAW. U 0 W O Uu 1 n � 34'-2" PA 10 DEC ON G ADE O o U aF � w 101 ,1011 1 O11 PATIO DEC ON GRADE PROV. 4"W."ROUND" FIBERGLAS I I1 1 �� S C 11 n STRUCTURAL TAPERED COLUMN 11 -3 - — — -- — — — 4-9 — — — — - �' \ U cv C (TYP. ALL COLUMNS) l [il E i x 9„ O 00 (TYPIC L) S BE DGES. (TYPIGiAL) \ N 1 '-3 ' 111- 11 11 ' 3" 11 '-311 11 '-311 o � Q M AI ED POR H D CK a� 1-7 RAND CM 1"TH .STON 'x 1'x 2 THK. STONE RANDOM 1"THK.STONE 6'x,'x 2"THK.STONE \\\\\\\ PICA ) LAB EDGES. PICAL) (TYPICAL) SLAB EDGES. (TYPICAL) FI \\�\ \\ I vo RAISED POR H DECK 1 D C GFI ;. ®HB e-s sr-s^ S -O PORCH E K \�` \\\\ 6-9 W W W ;ININI 11 � . RNMEME001", KIT H N M EDR OM 1 I 8-1 \�\\\� G GFI C JB — — — D B —G E ABOVE JB 0 D ABOVE s g BOVE / 16 / r 17 18 J / —GFI ST 4 444 GFI — r `- SH. HB® D G W 3 1 / 401 GFII ft / 3 / •$p -O W W O OVE —mi - U 7' 611 _ _ I GFI C AB VE C A OVE W e 3 J. B A ° ( FI 3 - / SHOWER 4 I 9 / 22 v 0 0 4-69 I V SC L Y 4 II II 11 I 2 - 8 W ST P `1 % ,D. O $° JB w ® C DISH 3HR. I � / ,` c, w P I I I r ' E _ II I Z z ABOV Ll O JB 1 II �B�F I I I JB/F J W I c o I I I f�_^ r 24 I V J UJ � II I I� ( w Sc GARAGE �1 rr ABOVE I I T I DR.OPR. C I JB 11 -3 %, P c ors R. — — JB j -- - — L I -- - � L- - o D I I w r — — — — FI P —P GFI — i w „ 9'C.H. �" ° 3 r BOILER FLUE % Q 3 E< � P cn ww 3 N w m) _ I I ° L OS. U) 1 11 1 0"x 12'_°,- O z 51_O11 LL n O GFII Do N I 4 16-8 I JB JB r I JB COMT.#1 / — _ II — 9' C.H. O I (y .. I y r; 2ao/z v.AC 4 4 4 4 FI 0/1 CL 3 �% 13 r i 'r I r I GF 3'-/ O A.so - / SH. 1_4i11 _ SH. , 7/7 COMO,.#2 ��{ r - r — , 0 V S I V SC / Sc V J z17'-8" 2'_311 --6'-2" 11 '-1 " - _ 1f 2-5" �� e - ( W GI COMF�.#3 — 33 333 I 333 3 $ — JB Li _h P ' GFI r S I 4 `1 JB�� B T O---F� J / / ( r I N / I ' E /L CL. i " DN.BO ER i C `3 ^% L r GARAGE 1 6 -2 % 6'-� I1 J ' I DR.OPR. SC L JB 1 I1 — � — — — — — -� — UP — �� / - I� — - — I25 r r / CLO� — - L-,� R r — _ F` �400 U.G,/S TANK ,J --� _ G 9 I— SUPPLIES:SttOVE, - ----- ------ rvvm BBO,&F1R�F'LACE. G® % ,-' ../ ,,q.,. ,p„y „i j� ---------- 24'-911 oY R JB - r FX1 - JB/F O JB _ 3_Q / STr— oz C — r G u1 J B/F 301 r I 11 B ABOVE 1 1 -2 I / II UP — —° E 31 511 16 HB 1 u DB — — I , _ SH, ® 2-8 JB/F ' O" if ESC B B B J )a r 9' C.H. 91_811 ABOVE A OVE ABOVE I U) T 5'-7" l— — — _ b �OSD _ _ 8�-�11 26' d r — r / 0 GARAGE r BOVE � � Z 25'-O"X 35'-6" Z Z r"r i/ I � w W -j HBO A A A R NDOM "THK.S6 E GFI A A A HB J J — — — — — — ABOVE ABOVE — ABOVE — — � � — — ABOVE ABOVE— ABOVE — — — — — — � Q W 0 W Q TE: H_ 0_ H_ W I II 21 -11 " 9 -2 5'-51I 21 '-10" REEF. TO FRAMING PLAN A.1 -1 0ir ow Ow wm wm wm & BUILDING SECT. A-3 FOR V)o 00 COo 6'x,'x2"THK,STIONE STRUCTURAL FRAMING.GREAT ROOM BEDROOM #2 0 — — \ SLAB EDGES. CAL) — — w O O O 24'-O"X 24'-9° ,2'-9"X ,6'-8" 93'-7" SCALE: PROV. 14"W."ROUND" FIBERGLAS 1/411—1 1011 II II STRUCTURAL TAPERED COLUMN PROPOSED FIRST FLOOR P LA N { 1`T ;;, , OFFICE SET DWG. NAME: SEC. A (TYP.ALL COLUMNS) r FIRST FLOOR: 3,100 S.F. �'''' ` E 7.20, 1 Q FIRST FLOOR GARAGE: 890 S.F. 8 BEDROOMS CONSTRUCTION NOTE: FIRST/SECOND FLOORS: 6,250 S.F. V.S. 8730 S.F. �. PLAN CONTRACTOR TO NOTIFY THE ARCHITECT , p i THEE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: OF ANY AND ALL REVISIONS DUE TO FIELD <, ,�;,'F', REVIISIONS,CHANGES,AND/OR MODIFICATIONS CONDITIONS, CLIENT,AND OR GENERAL '.' .\ 1� �._.�" REVILE BE ALLOWED S,A WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART CONTRACTOR WHICH DIFFER FROM THE SH ILL BE L STRICTLY PROHIBITED T LAW, CONSTRUCT. DRAWINGS/SPECIFICATIONS. NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL NS DUE TO CONTCONDRAONS, WHICH AND DIOFFER GENERAL FROM FIELD \ THE u CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z Q l J U 10, O z a C7 �" N O � 3 ~ z0 a cn � w � U cq ccq SEC.II"All -- -- ----------- ------ ----r- � N -_- - — - - - - - - - - — — - — - - - - — — �1 u Ir------------------------------ u \ � den ------------------------ -- --------------------------� ^ a; I --------------------- L \ \ - r I gmamoss II \------------- r--- -----r --------- - I ggg --- ----------------------- ----------------------- --------------------- --------------------- ------------ \\\\ \ 0 ------------------------ ------------ — � \\\ ......\oOw\\\� �\ \�\\. Igg \\ - I 1 5"O.C.(TYP.ALL II II I I II II I I I I I I I I I I I I I 1�-L-------------------------------------------------------------------.- I ---------------------------------------------------- L -J -j - - I --- - -- -1 -- -- -- -- -- -- - -- -- - -- - - PROV. CONT. 1 1 8"X 11 7 8""GP- j W FIBERSTRONG" RIM BD. EX. AREAS OF FDN. OPG. PROVIDE WATER BARRIER BETWEEN FOUND. WALL i r U j &RIM JOIST. (TYP. ALL AREAS) I 2"x e^Aco Fa.l V �J OJ '4 OJ I OJ OJ OJ I �< �< rm �Q 3Q rm §< 3Q L-------------------------- - --------------------------� L-- J d X_j d I d X j d d ® PROV. 2-1 3/4 X 11 7/8 MICROLAM LVL OVER ALL WIN DOWS & OPGS. U U U _ I II �I w IN PLACE OF RIM BD. (TYP. ALL X0. xd X0 X0 X0 XQ O c N Cp0 N NU 00 N 00 N ��J cvV }Y W a� (L I I I I � Z - F W - - - I I I I I I I I i i i I I ' � I I PROV. CONT. 1 1/8"X 11 7 8""GP- I I I I I I I I I I I (n FIBERSTRONG" RIM BD. EX.AREAS W12 X 45 (BELOW) I W12 X 45 (BELOW) _ W OF FDN. OPG. PROVIDE WATER - - rr BARRIER BETWEEN FOUND.WALL I I I IW I I I I & RIM JOIST. (TYP. AL �.L AREAS) �(n I U I I � I J O� U... OJ OJ rQ OJ I OJ t` O J O J < OJ I � W �< 3< rm �< �< rm �< 3< Tm 3< IJ Z �(L Boa x� 92 I Boa XJ �}d i0' x> — 00 r r III I Nrr�vU1 rNNU� I cNo2 r I N IN rr UU rU r rr U x0 x0 X0 X0 X0 X0r xrrr 0U�* l n N (O O (O 0N(p0 >m C� /y N U oUNU a2 a2 N O O Q FIRST FLOOR WALLS ABOVE. P. , I ' ® ----- _ tl 2 X 45 (BELOW) X 45 (BELOW) _ _- r W FIRST FLOOR WALLS ABOVE. P. rr � I I I -- ---- - I f I II I W II tl2X4 (BELOW) I L _ W12 X 45 (BELOW) - _- � J - - _ N i = co � I - - I X� � � I IX� 30- .. ct J OJ OJ r� O-i I _ cl) II nrrG �G T-i� ror G I I I a�pm �N0- I PROV. FIRE-STOP/ BLOCKING < 8'-0� O.C. (TYP. ALL AREAS). U Q0 N�- x0 X0 I Xp I N(p (V(p j0 I I rr� rr Om NCI N� �U N� I I I I I I I PROV. FIRE-STOP/'BLOCKING r < 8'-0" O.C. (TYP. ALL AREAS). II I I I I I W12X45 (BELOW) W12X45 (BELOW) 3Q j co ar I _OJ OJ rG i L-------------- ----------------- ---J �< 3< I r B PROV. 2-1 3/4"X 11 7/8" MICROLAM �r x0 L---------------------------------------------------------®i D LVL OVERALL WINDOWS &OPGS. G N O I I (� IN PLACE OF RIM BD. (I-YP. ALL) r r Ll X O X O I I N PROV. 2-1 3/4"X 11 7/8" MICROLAM LVL OVER ALL WINDOWS & OPGS. E' N Ua N F 7 IN PLACE OF RIM BD. (TYP. ALL) Q I -- - -- -- -- -- -- -- -- - -- -- - -- -- -- -J I L -- -- - - -- - -- - -- -- -- - - -- Z Z �------------------ - -------------------III J I L- -------------------J J J II II L — — II II II > > PROV. METAL JOIST III I _ W_ W_ I t PROW.2-1 3/4" X 11 7 8 MICROLAM H F> HANGERS (TYP.) I LVL OVER ALL WINDOWS & OPGS. 0 W p W O jr W� W� W� LL-----------------I-- ----JJ IN PLACE OF RIM BD. (TYP. ALL) (00 00 �O -- ------ --- r------------- -� 0LL Ln LL LO LL 1I I I I I I _ _ II --- ----------=------ I - � L I L JI D T T--------J I L-------� D 17 f r r- (n 4 1 rn SCALE: 1/4"=1'0" NOTE: FIRST FL. DECK FRAMING PLAN OFFICE SET ®INDICATES BEARING POINT LOAD SEC."A" THIS LOAD MUST BE TRANSFERED `, DWG. NAME: W/ADEQUATE VERTICAL BRACING. 7.20, 10 FIRST FLOOR THIS DRAWING IS FOR REFERENCE ONLY ' . :5� � = DECK FRAMING ONLY&IS NOT INTENDED TO BE SCALED. PLAN TrHESE DRAWINGS AS INSTRUMENTS OF SERVICE, ? /f � ARE THE SOLE PROPERTY OF THE ARCHITECT.NO k � .. °✓i� .s/ REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: a SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART - OR WHOLE IS STRICTLY PROHIBITED BY LAW. n ■ NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT a U OF ANY AND ALL REVISIONS DUE TO FIELD 5 CONDITIONS, CLIENT,AND OR GENERAL p; CONTRACTOR WHICH DIFFER FROM THE W CONSTRUCT. DRAWINGS/SPECIFICATIONS. �� \ Z \ u � U O z 1 0 o O \ Z 3 � �N a U CIS . III""���111 \ � • U �� w - V � N SEC."A" U o. N ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EDF - - DEC �::` \\ n n 5'-3"X a9'_9" �\\\� E — — — — — — — — — E — — — E — — — — —\— — --- -- ------- ---- -- — -- -- --- --- -\— --_-- —— —:— � — ----- —TT —/-- / I W1 1 NO 0 / \ / 21-5n -�-- L- ® I / \ F ------�---- ---- ----7- 9' C.H. --- �---- II 1 I \ LON JB/F / J /F 16 I JB/F 1\I J /F I ST ST I : DECK S C I \ I 5-411 rW1 ST i ST / I S -- I 'i Z z T II T T II \ W I j I I I I I I I I W I / ®S D I / /®l qqi I OS D SD W rr 1n -111 -5n 1-8n - u4 5 - 11 3-2 mLL:41 1 — H I \ —T 1 3 , / I I I 71-111 55' 1 II R 9 C.H. I 9 C.H. 3 R - bt 1 I 1 If \ — W 6' X6'_6" - "X '-6" - 4 6 - = , I \ / H H H H (� L I F L I BOILER L 0 z JB +19 VANITY CLOS. CLOS. - J JB 71-611 1 II 3 �! — �O� Fl — — — — - , — `% 48 CLOS. i 28'-7" \ OPEN T ^`^, — 51_411 :57-9 — — — 31 - I 38 c FI - - a'6^XTo O BELI_.��V — — — 91 C.H _ (1 r \ SC I / V S <C'Lo I 161 \ W a- -e"J -\ - - - - - JB aa�ces '' S I SD LERt3£6l-flit `S— 3! • kpPROYE 46 %, L- 1 -T X- ' Q" / 7'-1 11 / 3 P j 4 I I D ; G s , „ S-4 I I / € J III 4$ � h 1 '-4"I 16'-1011 ' B T O _ I �- — B T R 7 CILOSI. I CLOS. ' ' - / �l a'-s°x a'-l6" L 3'-6"X 4'-6" p �� / vffzll'�/,,--t�--� 271 E 0, T 51_411 I-51 11 i \ 5'-g" 5 \ — \ B/F i \ \ 8'-611 — - - - — � o — - - - — - 7'C.H. 9'C.H. rvvm DN. �% — —-1 ® 9'C.H. 7'C.H. V.I.F. / 9' C.H. / 9' C.H. \ W / \ (j) ® 9'C.H. co 'DN. SD I 4 7-8"C.H. -- - -- - - / I 5'-3" 4'-11 " 19'-511 1_4 3'-711 I� w � = z 31-711 I E' J 0W OW OW I->- I->- F-j OW p� ow w Ill a: wog 4' 13'-11 " 13 41 4'-611 D o D 0 D o Y)w LW 0)W 22'-5" 22'-5 0 0 " 0 0 T o ri BEDROOM #7 I BEDROOM #8 T 14 m of 12-10"X 17'-0" 11 12'-10"X 13'-10" SCALE: _ 171-7 _ .I 4 sEc.IlAll PROPOSED SECOND FLOOR PLAN �p F ° } ``� ` OFFICE SET DWG. NAME: .f ! SECOND FLOOR: 2,400 S.F. 8 BEDROOMS il 7.20. 10 SECOND FLOOR 111 CONSTRUCTION PLAN fl `F THIESE DRAWINGS AS INSTRUMENTS OF SERVICE, Nr IHH LN J ARE THE SOLE PROPERTY OF THE ARCHITECT.NO i DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART "'k - OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT rT, u OF ANY AND ALL REVISIONS DUE TO FIELDCONDITIONS, CIIENT,AND OR GENERAL 1W� CONTACTOR WHICH DIFFE M THE CONSTRUCT. RAW NGS SPEC FI OCATIONS. 0 � \` U l o U Z 3 � (0::) � a� P M T Y � w WU rnN RIP 2" X 12"ACQ. F.J. 1 8" PER 1 SLOPE ` 0 00 ~ W/ 3/4"ACQ. PLYWOOD. SEC.11A _ PROV. EPDM RUBBER ROOFING PROV. 3/4' X 4 A.C.Q. SLEEPERS 6 X 6 ACQ POSTS BOLTED PROV. METAL JOIST DO NOT NAIL SLEEPERS TO EMDP TO DBL. GIRDER. (TYP. ALL) HANGERS (TYP.) Z \. PROV. TAPERED SLEEPERS THIS AREA ONLY. co co 00 � \\ COJ (oJ \\�\. rm Q r r r \\• \ \ \ m m Q m \\\\ \ XJ 3� XJ XJa XJ �\ \�\�\ ° > ao ° > > c0 ' > ^ -coJ �r a J �J I. �J J G c� PROV. FIRE-STOP/J � � � TO / BLOCKING PROV. CONT. BOLTED _O J O J_ r r r r r r < 8'-0" O.C. (TYP. ALL AREAS). g r U g g r U g ACQ. 2" X 10" HEADER i 3 Q 3 ' W/CONY. FLASHING. Q — _ _ _ _ a MJ XO pJJ MJ XO (�J LIL LlrU rU iU NV �U �U NV OOCV a� 1 IT a� (L2 00c/) N� �� � N N I2 n� Q c\I I r� rr rr N�Q V rW rW rm r[Q rm rm U XJ x xJ xJ — — — — co co co r� 2r 2 rL �� r' G C>J� rL mg ' g g : � g � a 3OJ � (hJ < ° _ 0 >° a >Ir> X > x� ,Xm Lu Ir Y ro}a ou >I �i �> (r �}} �J �� �� a� �� m� a2 r`t m2 a2 rU '' rU r r it J n X X J X0 (pJ -Q Lli l o U PROV. 2-1 3/4" X 11 7/8" MICROLAM �0 N� >0 ivy j� d W (� z LVL OVERALL WINDOWS &OPGS. N Ud OUI ! N Ud IOU N Ua Ir 0() W r IN PLACE OF RIM BD.(FLUSH HDR.) a� a� a� �(j (nU ��U JJco (TYPICAL ALL AREAS) X 0 �Q 2 a n 2 a 2 �LL1J rW J OW (n W r r Xm(n Xm� xm w N U� Yrr �.>.IT >T �> li M r co co SECOND FLR. WALL ABOVE. P. I r X r�x r > — — JI —� jll _ I — — —� "'o� 3 "'g w - - - - - - - - - - — >� , 'oo , 0'0 rn 1 :I, > V J — — BOILER FLUE 0O a�> a2 w L Z 0 „ " - I f I I L11 I � � 0 PROV. CONY. 1 1/8 X 11 7/8" GP I 0 OG FIBERSTRONG" RIM BD. EX. AREAS-----,,, OF FDN. OPG. PROVIDE WATERQ BARRIER BETWEEN FOUND. WALL —Ll I IL 11 1 1 ' CC PROV. METAL G &RIM JOIST. (TYP. ALL AREAS) I I I j I I HANGERS—(TYP.) ( ) 11 � H _ JLILiLi I- W12 X 45 (BELOW) 0 Q 1 -- w I II j II ' I II II I II rr - _ -- - _ 1= - _ - -I - I � J'02I W J — Xm� Xm� Xm PROV. FIRE-STOP/ BLOCKING — I JT Jr v J N < 8 0 O.C. (TYP. ALL AREAS). r r (� co II 2X X 0r nor Mo — — — — — - - - ;OfrN OWN >X U_ U_ U_ — — — — — — — — - I ® — — — _ — PROV. 2- 134"X1178 J J J MICROLLAM LVL BEAMS J J J PROV. FIRE-STOP BLOCKING Q Q Q a d a i _ < &-O" O.C. (TYP. ALL AREAS). PROV. CONT. 1 1/8"X 11 7/8""GP - r L r L ^ .. ^ . FIBERSTRONG" RIM BD. EX. AREAS r r r (o J (o J (o J PROV. 3- 1 3/4"X 11 7/8" OF FDN. OPG. PROVIDE WATER r U r U r U I Q Q Q MICROLLAM LVL BEAMS BARRIER BETWEEN FOUND. WALL X Q X Q X 0 3 a 3 a a W/2-3/4"X 11"STL. PL. — &RIM JOIST. (TYP.ALL AREAS) I (p — N(o N(o N(o — -- — - - - --- -- -- - - - — rr/�� rr/�� I� N t` NV I rU rU �U x0 x0 x0 (o N(o N(o PROV. 2-1 3/4" X 11 7/8" MICROLAM N Ud N(Jd N V w LVL OVERALL WINDOWS & OPGS. PROV. METAL JOIST IN PLACE OF RIM BD.(FLUSH HDR.) I HANGERS (TYP.) (TYPICAL ALL AREAS) PROV. 3 -1 3/4" X 11 7/8" MICROLAM PROV. 3- 1 3/4"X 11 7/8" LVL OVER ALL WINDOWS & OPGS. MICROLLAM LVL BEAMS IN PLACE OF RIM BD.(FLUSH HDR.) a (TYPICAL ALL AREAS) I (j Z 0 - - - - z� o W a. J 0 0 L — — PROV. 2-1 3/4"X 11 7/8" MICROLAM I PROV. 2-1 3/4" X 11 7/8" MICROLAM I- LVL OVER ALL WINDOWS & OPGS. LVL OVER ALL WINDOWS &OPGS. W W IN PLACE OF RIM BD.(FLUSH HDR.) IN PLACE OF RIM BD.(FLUSH HDR.) D� D� (TYPICAL ALL AREAS) (TYPICAL ALL AREAS) TO TO i o 0 0 D N N N r SCALE: 1/411�1 1Ou SE`i,uAii ®OTDICATES BEARING POINT LOAD �; t :.�. 1a' , DWG. NAME: SECOND FL. DECK FRAMING PLAN OFFICE SET ,�� � ; THIS LOAD MUST BE TRANSFERED •,r`"�;,�:� ` J\� W/ADEQUATE VERTICAL BRACING. C 7.20. 1 O SECOND FLOOR THIS DRAWING IS FOR REFERENCE ONLY t chi. DECK FRAMING ONLY& IS NOT INTENDED TO BE SCALED. E �' PLAN { .a P I 11 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, EU ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: Liu N REVISIONS,CHANGES,AND/OR MODIFICATIONS ' w'' P' ?,`•,' 6 SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-2 . 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: \ u CONTRACTOR TO NOTIFY THE ARCHITECT rT, OF ANY AND ALL REVISIONS DUE TO FIELD OR CONDITIONS, UCT. RAW NGS/ CDSPCONTRACTOR WHICH DIFFEE FICATO M THE CONSTRUCT. GENERAL V u N z U .s� 00 z N a u \ K \ � w WW rn cq N H U � N o � a \R am \ ` .� MISSION PROV. 3- 134"X1178" MICROLLAM LVL BEAMS W U 2 1/2"X 11 7/8"WI 60- 2 1/2"X 11 7/8"WI 60- `2 1/2"X 11 7/8"WI 60- c2 1/2"X 11 7/8"WI 6C- `@16" O.C. (TYP.ALL) `@16"O.C. (TYP. ALL) @16" O.C. (TYP.ALL) @16"O.C. (TYP. ALL) W � 0 2 1/2"X 11 7/8"WI 60- Q ® ® `@16"O.C. (TYP.ALL) PROV. 2-1 3/4"X 11 7/8" MICROLAM © LVL OVER ALL WINDOWS &OPGS. w IN PLACE OF RIM BD.(FLUSH HDR.) (TYPICAL ALL AREAS) z (n W W V ♦ Z SECOND FLR. WALL BELOW. P. I I F- 7F- - F7 2 1/2"X 11 7/8"WI 60- 2 1/2"X 11 7/8"WI 60- 2 1/2"X 11 7/8"WI 60- 2 1/2"X 11 7/8"WI 60- W @16" O.C. (TYP.ALL) c@16"O.C. (TYP. ALL) �`@16"O.C. (TYP.ALL) `@16"O.C. (TYP. ALL) Fn w PROV. CONT. 1 1/8"X 11 7 8" "GP Ir - FIBERSTRONG" RIM BD. EX.AREAS > OF FD1�1. OPG. PROVIDE WATER PROV. 3- 1 3 4"X 11 7 8" MICROLLAM LVL BEAMS PROV. FIRE-STOP BLOCKING BARRIER BETWEEN FOUND. WALL < 8'-O" O.C. (TYP. ALL AREAS). w &RIM JOIST. (TYP. ALL AREAS) Z r n O W � co 0 DZ rW rW r� 0 CO r m 2 1/2"X 11 7/8"WI 60- 2 1/2"X 11 7/8"WI 60- O CD X J X J X J `6-D16"O.C. (TYP.ALL) c@16"O.C. (TYP. ALL) PROV. 2-1 3/4" X 11 7/8" MICROLAM c) LVL OVER ALL WINDOWS &OPGS. J J 0J cc IN PLACE OF RIM BD.(FLUSH HDR.) ® T� G (TYPICAL ALL AREAS) g g g IN PLACE OF RIM BD.(FLUSH HDR.) co-i M-1 C7-i (TYPICAL ALL AREAS) 0>0 7 >0 0 W12 X 45 (BELOW) Q PROV. CONT. 1 1/18 X 11 7 8""GP rr - 101 FIBERSTRONG" RIM BD. EX. AREAS OF FDN. OPG. PROVIDE WATER W BARRIER BETWEEN FOUND. WALL &RIM JOIST. (TYP. ALL AREAS) 2 1/2"X 11 7/8"WI 60- 2 1 2"X 11 7/8"WI 6 N @16"O.C. (TYP.ALL) @16 O.C. (TYP, ALL) PROV. 2- 1-3 4"X 9-1/2"G.P. LAM Ilk MICROLLAM. LVL HEADERS OVER ALL DOORS, OPENINGS. (TYP.) PROV. 2-1 3/4"X 11 7/8" MICROLAM ® LVL OVER ALL WINDOWS & OPGS. IN PLACE OF RIM BD.(FLUSH HDR.) O J J (TYPICAL ALL AREAS) Q Q 3 PROV. 2- 1-3/4"X 9-1/2"G.P. LAM MICROLLAM. LVL HEADERS OVER a p. ALL DOORS, OPENINGS. (TYP.) PRCV. FIRE-STOP BLOCKING rC �C < 8'•-0" O.C. (TYP. ALL AREAS). rU rU J 0J (0 J XQ XQ cfl �< 3a NO NO �< co� NV Nv r rV d \ -�U X 11 7/8" MICROLA X 0 X 0 X O LVLOV.OVER ALL" 1WINDOW & OPGSM iv ip N i�p1 N��11 IN PLACE OF RIM BD.(FLUSH HDR.) DW NV am/ NV (TYPICAL ALL AREAS) D N tL U� D Z �U Z _Wd I ® PROV. 3-1 3/4"X 11 7/8" MICROLAM PROLVLV. 3-1 3/4" X 11 7 8" MICROLAM ® J`� D LVL OVER ALL WINDOWS &OPGS, N PLACE AL RIMND BD.(FLUSH USHOPLG OO OO IN PLACE OF RIM BD.(FLUSH HDR.) (TYPICAL ALL AREAS) (TYPICAL ALL AREAS) O Q wfr wM Dm Dc� (n0 U)0 w 0 ° D N Cn N r O CA CA SCALE: 1/4"=1 1011 DWG. NAME: NOTE: SECOND FL. CEILING FRAMING PLAN =©INDICATES BEARING POINT LOAD OFFICE SET �"�..,.,, . d,, < , P.v.�� THIS LOAD MUST BE TRANSFERED �i *• ;, W/ADEQUATE VERTICAL BRACING. e w �• .. . ti.� ` SECOND FLOOR ;.:, 7.20. 10 THIS DRAWING IS FOR REFERENCE ONLY = j `. CEILING FRAME. ONLY&IS NOT INTENDED TO BE SCALED. ° 1 PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ti 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-22 4.. NOTE:CONTRACTOR TO \ W CONDITIONS, CL ITECT U OF ANY AND ALLENOT AND OR GENEVISIONS DUE ERTIFY THE AL FIELD '1 1:4 CONTRACTOR WHICH DIFFER FROM THE W PROV. ACCESS OPENING FOR WATER- PROV. 1 - 1 3/4"X 11 7/8" vn PROOF HATCH ASSEMBLY. MICROLLAM LVL BEAM. IFICATIONS. (CONTINUOUS) CONSTRUCT. DRAWINGS/SPEC � Z PROV. 1 - 1 3/4"X 11 7 8" U \ (CIONOTINU LLAM US)L BEAM. O \ N 6" X 6"ACQ POSTS BOLTED Z °� RIP 2"X 12"ACQ. F.J. 1/8" PER 1' SLOPE TO DBL. GIRDER. (TYP. ALL) O r" W/ 3/4"ACQ. PLYWOOD. ` U PROV. EPDM RUBBER ROOFING00 PROV. 3/4" X 4"A.C.Q. SLEEPERS DO NOT NAIL SLEEPERS TO EMDP ILIx N PROVIDE CONT. CUT 2"X 12" SUB- ` a FASCIA (TYP.ALL AREAS). PLATFORM D ETA I L PLAN "All w w 0 06 "All I I I 2"X 12"R.R.PROVID 4 � FASCIAE C(TYP.ALL AREAS).SUB SEC. A FASCIA C(TYP. ALL AREAS).SUB @ 16 o c \ O r 2"X12"R.R \\ \\\\ \\. PROV. 2- 1 3/4"X 14" MICROLLAM \ \ ME\\ - 2"X 12" R.R. 2 X 12 R.R. I I LVL RIDGE BEAMS. ' " TY (_pp \\�\�\\ FLYING RAKE . ALL ROOF @ 16 O.C. (_pp16 ,C. \\\�\ z'x 12"R.R OVERHANG AREAS. ®16'"R. ` 16' O.C. - \ \ c � 2@'X10"C.T., `@16' 1biC \\\\\�\\\ PROV. 1 - 1 3/4"X 14" MICROLLAM \\\\\\\\ LVL BEAM r-- -- U --- — -- ---- -- — -- -- —� — -- --------�r-----r -rr— —r-r-- -------rr — PROV. 1 - 1 3/4"X 14" MICROLLAM r - LVL RIDGE BEAM . H U 2 X 1 " R.R. 2'X 12" R.R. U U � 0 UO @16 C. � (j ~ (j I 16"O.C. m0 UO PROV. 2- 1 3/4"X 14" MICROLLAM o O O 2"X 1p"IC.T., 0 U 0 21'X 10" C.T. X ro X " I - 1 LVL BEAM I X r X r c@ 161'O.C. r �0 Or W I 16"O.C. X r X r LVL-RIDGE-BEAM. V I N@ N@ X ' X r N N PROV. 1 - 1 3/4"X 14" MICROLLAM PROV. 2- 1 3/4"X 14" MICROLLAM N N ITT LVL BEAM. LVL RIDGE BEAM 2°x 1�"IA.R� I -- PROV. 1 - 1 3 4"X 14" MICROLLAM -- -----�---- ----�`---- -- - - -- - I 11 Y PROV. 1 - 1 3/4"X 14" MICROL M LVL RIDGE BEAM. ui 1 1 I LVL BEAM. SECOND FLR. WALL BELOW.jM2aO F� Q I I j I I PROV. 2- 1 3 4"X 14" MICROLLAM L I I 1 1 I I ¢U F U I I LVL BEAMS. � PROV. 3- 1 3/4"X 14" MICROLLAM F - b0 LVL BEAM 2"X 12" R.R.� R.R. I • U U • U U I � PROV. 3- 1 3/4"X 14" MICROL M @ 16"O.C. U I 0 U 0 " LVL RIDGE BEAM `2"X 12" R.R. PROVIDE CONT. CUT 2"X 12"SUB- I — FASCIA (TYP.ALL AREAS). 2"X 10"C.T., N = O = N = O = 2"X 10"C.T. , 11 @ 16"O.C. (n r (0 r — r ( r f0 e 2"X 10" C.T. @ 16" O.C. X r X — I X r X r SECOND FLR. WALL BELOW. P. Li 2"X 1:V R.R_ z N I (V (V F @ 16"O.C. PROV, 2- 1 3/4"X 14" MICROL.LAM ''@ 16"�ol•c. LVL RIDGE BEAM 2"X 12" R.R. @ 16"O.C. 2"X 10"C.T. L @ 16"O.C. z PROV. 1 - 1 3/4"X 14" MICROLLAM -- -- - -- -- -- - PROV. 1 - 1 3/4"X 14" MICROLLAM r n LVL BEAM. -- -- LVL BEAM. v J 16 , W PROV. 1 - 1 3/4"X 14" MICROLLAM (f� I I LVL RIDGE BEAM. 0 Z PROV. 1 - 1 3/4"X 14" MICROLLAM LVL RIDGE BEAM. 1 1 II I I I II U U 11 F a- O � 0 UO I O CY PROV. 2- 1 3/4"X 14" MICROLLAM N = 0 = I Q LVL BEAMS. - r (0 r (0 a C X X r r 1 1 ¢ • L U I L—— 0 UO ¢ UO b PROV. 3- 1 3 4"X 14" MICROLLAM -- — -- -- - -- -- — r -- —J N, LVL RIDGE BEAM. — -- — W 2"X1�" .ft— -- $1 — ----- -- @ II i C i I 2"X 12" R.R. FASCIA I I -- _ -- _ PROVIDE CONT. CUT 2"X 12"SUB- -- , (TYP.ALL AREAS). � L _ @ 16"O.C. I I 2"X 10" C.T. I I I I I r------ -- --� � U 1- V I I @ 16"O.C. W r PROV. 1 - 1 3 4"X 14" MICROLLAM LVLORIDGE B/EAMS4 MICROLLAM x v °R.R — I j r J 11 =0 0 III LVL BEAM. II N 0 = II II x � xr, F PROV. 1 - 1 3 4"X 14" MICROLLAM 1. iv __ J I LVL RIDGE BEAM. L- PROV. 1 - 1 3/4"X 14" MICROLLAM LVL BEAM. l i 1 1 I PROV. 2- 1 3/4"X 14" MICROLLAM LVL RIDGE BEAM. PROV. 1 - 1 3/4"X 14" MICROLLAM 1 1 I I @ 16"O.C. F LVL BEAMS. 2"X 10"C.T., � �� -- - - -- b. 'FLYING RAKE -TYP. ALL ROOF 11 @ 16"O.C. X' X, OVERHANG AREAS. I mU UU I IrIq U UU I �� 0 = 0 = 0 _ 0 N = 0 = I N = 0 = 2"X11 R r Q r Q r (0 r Q "FLYING RAKE"-TYP.ALL ROOF @ 1� 1p X X I X X OVERHANG AREAS. fr II � - 11 , 0 =o U 0 I O U = V. 1 - 1 3/4"X 14" MICROLLAM 2"X12" R.R.� O = x � X � `@161, O.C. I x �T-1 X � I I LVL BEAM. N V N V c2"X 10"C.T. --- N v N v I ¢U PROV. 1 1 3/4' X 14" MICROLLAM I I @ 16" O.C. � LVL BEAM. 0 - -- -- - Xm -- - -- D co 11 II I I I I 2"x 1:2•Iq,R, WWINP_ _ _ I _ PROVIDE CONT. CUT 2"X 12" SUB- W `@ 1s'Y a,.c. i _ _ _ T _ PROV. 1 - 1 3/4"X 14" MICROLLAM FASCIA (TYP. ALL AREAS). D lwwwLVL BEAM. 11 11 If 11 11 11 11 11 11 1 11 11 ) 1 1 jZ _ Ir rr� ¢u Z Z D C1 77 -- -- -- — r — J J Q -- - -- -- - - - - - -- - -- 9 -- -- -- - -- - -- -- -- -- -- - - u - -- - - - b ID o r to x Xr xr X x X 0 0 0 Zu J �, 2"X 12" R.R. ( 2"X 12" R.R. @16"O.C. @16"O.C. pW pW pW �2"X 10"C.T. ( c2"X 10" C.T. PROVIDE CONT. CUT 2"X 12"SUB- @ 16"O.C. @ 16"O.C. PROVIDE CONT. CUT 2"X 12"SUB- FASCIA (TYP. ALL AREAS). FASCIA (TYP. ALL AREAS). T)LL 0 0 LL co 0 co 0 O O O U) co r r d !� SCALE: 1/4"_1 10" OFFICE SET ..° _.....�;. ; DWG. NAME: NOTE: " •( !.: s;.F,' ., ©INDICATES BEARING POINT LOAD II 11 A THIS LOAD MUST BE TRANSFERED SEC. W/ADEQUATE VERTICAL BRACING. 7.20. 10 ONLY THIS DRAWING IS FOR REFERENCE c -/� , l\', ROOF FRAMING ONLY&IS NOT INTENDED TO BE SCALED. @ PLAN rr THESE DRAWINGS AS INSTRUMENTS OF SERVICE, NN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVIISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY IrHE ARCHITECT. ANY REPRODUCTION IN PART - OR'WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 . 3. CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD P CONDITIONS, U DRAWINGS/SPECIFICATIONS.D OR GENERAL w CONTRACTOR WHICH DIFFER OT HE cn CONSTR Z ° C0 1 U U a� \ 00 00 Oz � � \ Q N rn � W � w W C, N SEC. A I---I ° a; o �\ \0 = W U W � o W 0 � U W Z � Z W PROV. ROOF KRICKET ROOF W CONVERGENCE. PROVIDE E.P.D.M. UNDERLAYMENT UNDER ASPHALT c/) Ulf ROOF. PROVIDE ALL NECESSARY W _ 1 ' FLASHING AS REQUIRED. - - - - W PROV. "LIFETIME""GAF"ASPHALT Z ROOF SHINGLES (TYP.ALL AREAS) r n • OVER 15 LB. FELT, (COLOR T.B.D.) n v J PROV. "WEATHERWATCH" UNDER- W LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP Z-0" (TYPICAL) co H ALL ROOF SECTIONS). 0 Z X FT O Q PROV. ROOF KRICKET Cal ROOF L CONVERGENCE. PROVIDE E.P.D.M. it UNDERLAYMENT UNDER ASPHALT ROOF. PROVIDE ALL NECESSARY FLASHING AS REQUIRED. Q W ° Lu kill H F U) I d 0 ,L IT, (7 HZ- - - - - - - - - - - - Z Z W W J J J � 0 0_ W� W� Wc: D Dtr U)0 W0 �0 . I W O o 0 D r 0 co �' r C/) 1I of SCALE: _ y/4"=1"0" DWG. NAME: FP4, =k p t OFFICE SET sEc.IlAll PROPOSED ROOF PLAN ,,.�.�.-...,w :1�;��I��\ -��� ` �.�... 7.20. 10 �•�; THIS DRAWING IS FOR REFERENCE ONLY ROOF PLAN� ��..� .�� ;��`+, ' ONLY& IS NOT INTENDED TO BE SCALED. [[[ 4 }} 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 •, BY THE ARCHITECT. ANY REPRODUCTION IN PART ■ 'e OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-24 CONTRACTOR TO NOTIFY ANY AND ALL REV S ARCHITECT IONS DUE TO O FIELD 5 CONDITIONS, CLIENT, AND OR GENERALCONTRACTOR WHICH DIFFER FROM THE \ W PROV. DBL. 2"X 6"ACQ CONSTRUCT DRAWINGS/SPECIFICATIONS. I� z SILL PLATE (TYP,) WA6" \ O 10" P. CONC. FOUNDATION WALL STUD SIMPSON HL35 WALL. PROV. MIN. 8" FDN. I \ N _ KANT-SAG LSTI22 OR SHEATHING EXPOSURE ABOVE FIN. GRADE HEAVY-DUTY SIMPSON LSTA21 STRAP WITH 16 1 Od X 1 1/2 FASTENER (TYP. ALL AREAS) i ; ' CONNECTION OF WALL z ANGLE BRACKET RIDGE ( ) " i "' (3) 2 X 10 ' �' SHEATHING TO WINDOW O '~ BEAM (STRAP REQUIRED FOR 16" JOIST 1 SCREW THROUGH WINDOW ;�,�bl a U .x ® DBL. MICROLL_AM DEPTH OR MEMBERS WITH SLOPE PROV. WATER BARRIER BETWEEN -�� - BRACE AT EACH HEADER ' HEADER o --LsL=-0 I \ Fr HEADER OF 7/12 OR GREATER). FLANGE ;, >• 00 ® 0 FOUNDATION WALL &ACQ. RIM JOIST. I CONNECTION OF WALL 0.75" X 33 MIL SHEATHING TO 2"X 6" STUDS O z z � 2"X 10" R.R. PROV. 2 CONTINUOUS # 4 JACK '•� �') Q+ RE-BAR. (TYP. ALL AREAS) STUDS u � w W , N F, CORNER CONNECTION D2 CONNECTION OF RIGDE D1 FOUNDATION DETAIL D1 X— BRACING �/D3 CONNECTION OF WALL SHEATHING D5 � (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER q-3 o (EXAMPLE) (EXAMPLE) (EXAMPLE) CONTRACTOR'S NOTE . �11 \g' NOTE: G.C. SHALL VERIFY THAT AFTER DEMOLITION,THE CONTRACTOR MUST INSPECT THE EXISTING THE HEIGHT OF THE STRUCTURE ,U1 \ \ ` \\ STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWINGFIELD CONDITIONS: , „ �,; q\ \N SHALL NOT EXCEED 35—0 AT TRUSS/RAFTER 1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER MIDPOINT OF TOP PITCHED ROOF. \\\ TO TOP PLATE FROM THE CONSTRUCTION FRAMING PLANS. \a \\\\ (RPS4) MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. NOTIFY ARCH. OF ANY CHANGES. PROV. "LIFETIME" "GAF"ASPHALT 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, ROOF SHINGLES (TYP. ALL AREAS) WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE OVER 15 LB, FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- TRUSS BRACING MADE AS TO THEIR REPLACEMENT. PROV.CONT. "COBRA" RIDGE VENT LAYMENT ALONG ENTIRE BOTTOM (MTS12) 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. (TYPICAL ALL RIDGE AND HIPS). EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). TOP OF RIDGE PROV. 5 8"ACQ. PLY. SHEATHING ❑ ❑ (TYPICAL ALL ROOF AREAS PROV. 5 8 ACQ. PLY. SHEATHING _ _� — . — . — . — . _ m' )• (TYPICAL ALL ROOF AREAS). U 3-1 3/4"X,4"MICROLLA _3-1 3/4"X,4"MICROLLAM --- R - 38 HIGH DENSITY FOIL FACE ___ LVL RI°� BEAM LVL RIDGE BEAM --- -- -- - ------ ------ - R - 38 HIGH DENSITY FOIL FACE INSULATION. (TYP. ALL AREAS) INSULATION. (TYP. ALL AREAS) �� 6"WHITE ALUMINUM GUTTER AND W 6"WHITE ALUMINUM GUTTER AND RioG� LEADERS. (TYPICAL ALL AREAS). O STUD TO STUD LEADERS. (TYPICAL ALL AREAS). e�y" (CS16) �2�E GPM FASOCIA TYP. ALL AREAS SUB Q �. PROV. CONT. CUT 2 X 8 SUB 1 Od NAILS OR i C.J. FASCIA (TYP. ALL AREAS). T W 16d SINKERS I STUD TO BAND JOIST OP OF 2ND FL. r,/r , ; (CS16) 1 ii',;;%,.,/% - i '; ;;;;' ; PROV. 5/4"X 1 O""AZEK" FASCIA z Z !' '%/ / //,, ";'„ /,:%%' FILL ALL NAIL HOLES AND APPLY 2 PROV. 5 4"X 6""AZEK" FRIEZE BD.3" O.C. VERTICAL ' 1 '/ W 4" O.C. HORIZON AL ; HEADER ANCHORAGE COATS "BENJAMIN-MOORE" PAINT z, 2"x 11 7 a"WI so — z,z"x„ a"wl so FILL ALL NAIL HOLES AND APPLY 2 0 (LSTA18) OR APP. EQ.(TYP. EXPOSED SIDES) ma's" @'s" COATS"BENJAMIN-MOORE" PAINT STRONG-WALL I OR APP. EQ.(TYP. EXPOSED SIDES) 1 SHEARWALL PROV. CONT. "AZEK" BEAD BOARD W TOP OF WINDOW PROV. 3 4"X 4"W. RED OAK WOOD (TYPICAL AT ; — ' — — — ' — — SOFFIT W/SCREENED 1"VENT. NOTED ON FLOOR PLANS. STY FLOORING ("SELECT")AT AREAS EACH CORNER) ' SPRAY RAFTERS ABOVE W/BLACK PAINT. (TYPICAL ALL AREAS) PROV. 3 4"T&G PLYWD. SUB-FLR. R -21 HIGH DENSITY FOIL FACE (TYP.ALL AREAS). PROV. 11 7/8" BOX BEAM 9 INSULATION. (TYP.ALL AREAS) 1 2" GYP. BD.ALL 1 2"GYP. WALLS ALL W PRE-ATTACHED S LL PLATE TO EXPOSED S (TYP. EXPOSED ) PHD6 WITH ° , „ 2"X 6"WOOD STUDS W 1 2" CDX &CEILINGS P. &CEILINGS P. PROV. TIMBERTECH RAILING z FOUNDATION 6-H PLYWOOD SHEATHING. (TYPICAL) F12 SDS 1/4 X 3 a . °a USING USP BEARING I I1 „ ) SYSTEM "RADIANCERAIL" ASTENERS < 1 29 _1 PROV. 2-1 3/4 X 11 7 8 MICROLAM W PLATE FASTENERS (HBPS/LBPS) LVL OVER ALL WINDOWS&DOOR 1-1 3/a"x a^MICROLLA COC I�DCUEBEA i� PROV. "IPE" IRONWOOD DECKING- A OPENINGS. (TYP.ALL AREAS) 5/4 6 W. (TYPICAL ALL DECKS). O z SILL PLATE TO TOP OF SECOND FL. PROV. 5/4"X 8"11 CORN ER W RIP 2"X 6"ACQ. F.J. 1 8" PER 1' SLOPE Q FOUNDATION 1' RECESS. REVEAL TOP &BTTM. it ---------- --- _ ❑ __ ____-_ Q. PLY r (BP) ;:'.::i ;%'%' %j, , >; :,, .,,.; (TYP S)• rr === -== === ==-====- ----== -= - - --- - -- -- - - =2, , --7/8"WI - --- - __ ___- PROV. EPDM RUBBER ROOFING fr (TYPICAL ALL AREA r' Q i;, FILL ALL NAIL HOLES AND APPLY 2 r r �,s" 60 L) PROV. 3/4" X 4"A.C.Q. SLEEPERS Q SILL PLATE TO PROV. METAL FLASHING COATS"BENJAMIN-MOORE" PAINT S r ___ ___ ______________-__=-_== I DO NOT NAIL SLEEPERS TO EPDM FOUNDATION AT ALL WINDOW SILLS. OR APP. EQ. (TYP.ALL AREAS) USING USP BEARING P, ALL LOCATIONS) PLATE FASTENERS (N PROV. 1/2"ACQ. PLY. SHEATHING PROV. "TYVEK DRAIN WRAP" (HBPS/LBPS) (—TOP OF WINDOW (TYPICAL ALL PERIMETERS) (TYP. ALL EXT. ENVELOPE) — . — ' — ' — — 2"X 6"WOOD STUDS W 1/2"CDX BEVELED 5"x 1 1 4" BLUESTONE I PLYWOOD SHEATHING. (TYPICAL) < LEDGE. PROV. CONT. FLASHING W FROM BEHIND SIDING TO BTTM. PROV. CONT. 1 1 8"X 11 7 8""GP- METAL FASTENER SCHEDULE FRONT EDGE OF BLUESTONE. FIBER, RIM BD. EX. AREA L PR V.10•W.' DARE"FIBER LA OF FDN. OPG. PROVIDE WATER PROV. 1 2"CEMENT BD. BEHIND u L Lunn nn BARRIER BETWEEN FOUND. WALL 61—p 11 PACKAGE(TYP.ALL INT.COL.) &RIM JOIST. (TYP.ALL AREAS) Ir — 9 ALL CONC./MASONRY. (TYP. ALL) (ALL STRAPING TO BE CcP 16" O.C. PROV, ROUND" FIBERGLAS PROV. DBL. 2"X 6"SILL PLATE TOP STRUCTURAL RAAL TAPERED COLUMN I I I OF FOUNDATION WALL (TYP.ALL) (TYP. ALL COLUMNS) WITH TERMITE SHIELD &FIBROUS ui INSULATION. N TOP OF FIRST FL. �- WALL STUD FIN. GRADE GRADE AWAY) - - - --- - — - ---- -- PICAL ALL AREA `i;/„ %%r%"-`- ,;;;;- (TYPICAL ALL AREAS) ?--- "x , I FI(,NYGRADE GRADES WA (VARIES)- — — — — — — - ----- WALL STUDTOP OF FOUNDATION - � '��' �.x'.. - '•'' "COLORADO"-CULTURED STONE r ,':;. .'ti.. - "COLORADO"-CULTURED STONE COLOR&STYLE T.B.D. ;. ';`; OLOR &STYLE T.B.D. PROV. STRUCTURAL STEEL 4" P. CONC. SLAB ON COMP. I-BEAM W12X45 ANOCHOR BOL S 10R SILL PL.OF LT. " P. CONC. SLAB ON COMP. FILL (TYP.ALL PORCH AREAS) ` + : BOLTED TO STEEL COLUMN NT O CONCRETED@ NO MORE°Da� ILL (TYP. ALL PORCH AREAS) BOTTOM PLATE '' ' '••`• �'•• CORNER(TYP ALL FOUNDATIO ) . 3'0"O.C.@ 1'O"AWAY FROM EACH +: •'. BAND JOIST N *. 01 Ij. PROV. 5"- STRUCTURAL STL.COL. TWO- MEMBER FLOOR SUPPORT BEAM COLUMN ON 2-8"X 2'-8"X 1' P. CONNECTION OF WALL TO FLR. FRAMING CONC. FOOTING (3 #5 REBAR) SIMPSON LSTA18 STRAP WITH 4" P.CONC. SLAB ON COMP. (TYPICAL ALL AREAS) (12) 10d FASTENER. FILL WITH W.W.M.6 X 6 REINF. 4''� SLOPE TO FLOOR DRAINS. '•:::. PROV.WATCHDOG WATER PROOF (TYP.ALL BASEMENT AREA) ALONG PERIMETER OF FOUND. CONNECTION OF BAND JOIST TO SUPPORT rTOP OF BASEMENT SLAB BD JOINT IN. GRAD WALL BETWEEN FOUND. SIMPSON LTP4 STRAP (12) 8d X 1 1/2" WALL AND FOOTING 12" P. CONC. FDN. WALL W ,,.,•. 2'-0"W. X V-0" D. P. CONC. FTG. ° <.; ';'; ,;:.%i:. ;': �<...�..; �' � j; W #5 R) W.W.M. IN WALL& CONNECTION OF WALL 3 #5 Ll 1 3 EBAR IN CONT.FTGS. �_ PR //�� TO FLOOR FRAMING, q-3 LEOV. 3" RECESSED STONE BUILDING SECTION ��/`—'��I LEDGE 6" BELOW FIN. GRADE. (EXAMPLE) (TYP. ALL AREAS AND FTGS.) w o r� z 2"X 8" BLOCKING Z Z 0 ROOF (2) 2"X 4"TOP PLATE J J TRUSS SHEATING TO U U m TOP PLATE. BAND JOIST 0_ 0_ 0_ WALL FLOOR FRAMING H H H Zzzz STUD CLIP ANGLE (BOTH SIDES OF D jr D(r D CONNECTION) MIN. LENGTH = JOIST u)O U)O U)O WEB DEPTH MINUS 1/2" (3) 2"X 10" -W -W -W DOUBLE WALL STUDS WINDOW CONNECTION OF WINDOW 0 O O 8 SCREWS (4 PER LEG TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR � O r SIMPSON LSTA18 STRAP WITH SUPPORT BEAM T 2"X 10" RAFTER (12) 10d FASTENER. co O T PILE - I I 1 m CONNECTION OF FLOOR FRAMING SCALE: METAL HURRICAN RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 WITH (7) 1Od X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER 1/4"=7'0" CONNECTOR TO STUD AND RAFTER. 2"X6" INTO FLOOR JOIST AND SUPPORT BEAM �-"^ JACK M ', OFFICE SET DWG. NAME: WALL STUDS SHEATING ')' ? BUILDING 7 a., ,,. .20. 1 O SECTION CONNECTION OF TOP BIRDSMOUTH CUTCONNECTION OF FLOOR FRAMING JOIST TO HEADER JOIST D4 D6 D7 CONNECTION OF WALL SHEATHING �D8 D9 W,_ :;. :x:d� i f ` !�:,, , THESE DRAWINGS AS INSTRUMENTS OF SERVICE, (EXAMPLE �It3WALL PLATE TO WALL STUD. LOW END O F JOIST ONLY ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: ) A—3 A—3 TO STUDS AROUND WINDOW HEADER A—3 A—3 , F'? j� , REVISIONS,CHANGES,AND/OR MODIFICATIONS s', SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION (EXAMPLE) (EXAMPLE) (EXAMPLE) ,•-�:..,, „��,_ I}� - BY'THE ARCHITECT. ANY REPRODUCTION IN PART • = �` ,f `i„-x, / OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-3 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT �u�-+ OF ANY AND ALL REVISIONS DUE TO FIELD J CONDITIONS, D GENERAL CONTRACTOR WHICH DIFFER FROM THE J W CONSTRUCT. DRAWINGS/SPECIFICATIONS. TT�1 \ Cr) V � u � U z U U zN a ulw W U c� Hu � N ku o � \..� m�\\ �\ \\ \ \ ��\ gm W 81-1 O11 TOP OF RAILIN13 U — , — . — . — . �-- — — -- — PROV. CONC, TAPERED CAP&FIN. PROV. S S INTERNAL FLUE PROV. CONT. "COBRA" RIDGE VENT z FLUE CAPS. FLASH AS REQUIRED. & EXTERNAL CAP. (TYPICAL ALL RIDGE AND HIPS). TOP OF RIDGE _ W Y — • — — -- — 12 PROV. "AZEK" LOUVER VENT W SCREEN. (TYPICAL ALL GABLE ENDS) PROV. CONT. "COBRA" RIDGE VENT O PROV. CULTURED STONE - 2-0" MIN. 24" DIA. (TYPICAL ALL AREAS) (TYPICAL ALL RIDGE AND HIPS). Q FOR CHIMNEY.TYPE T.P.D. -_ ( ,I PROV. CONT. "AZEK" BEAD BOARD u1 12 ALL GABLEI ENDS)SCIA. (TYPICAL lZ! rn Z PROV. ROOF KRICKE'f I I - PROV.ALL NECESSARY FLASHING 0_ W \(- � -i_.-I i � ; � I j � � PROV. "LIFETIME""GAF"ASPHALT ' I 1 I ' TOP OF 2ND Fl_. C.J. - __L1_..-L--- ----�----_I -i ------------It] l- -`-! - \. -, t_ _L 1 _ - ROOF SHINGLE T CP. ALL AREAS) — -f � OVER 15 LB. FEL ( OLOR T.B.D.) I PROV. "WEATHERWATC NDER LAYMENT ALONG ENTIRE BOTTOM ty EDGE OF ROOF UP 2'-0" (TYPICAL) ------ ----- -- --- - - - - - Z TOP OF WINDOW . — — . — . _ - I ?, �; �� "' i %� " i' % � / ;� !' � /• / �i i ! 'i " /r PROV. 5 4"X 8""AZEK" FRIEZE BD. � �/ / FILL ALL NAIL HOLES AND APPLY 2 W _ � ,ri/,< .✓r ,/ / �� %% r I � � � �� I COATS"BENJAMIN-MOORE" PAINT 1 u OR APP. EQ. P. BOTH SIDES 91 / r i O.A. - �. � �,:;. ,,: :�//;, 7 IMENr V PROM. 5 4"X 6" K" BA WINDOW 29'-1 ° ' ' - - \ -- - -- TRIM W/1""AZEK" BACK BAND. Ir (TYP. ALL AREAS) Q IL 2 11 TOP OF SECOND FL. - t I 6"WHITE ALUMINUM GUTTER AND 0 U) LEADERS. (TYPICAL ALL AREAS). TOP OF WINDOW /i a ;. //r: / � „%.' Or of ' ' i r / %/ r; i r i, it/% r PROV. CONT. "AZEK" BEAD BOARD � � I I a /'-/ SOFFITW/SCREENEDI"VENT. \. SPRAY RAFTERS ABOVE W/BLACK 777 PAINT. PICAL ALL AREAS 77 � � I PIMRPORVEIDSES I5O" EXPOSURE PBOY S"CUERRETA"CEDAR j / /.\ " W r, r� I OR APPR V I PROV. 5/4"X 8' AZEK"CORNER W le 1" RECESS. REVEAL TOP&BTTM. 11 TOP OF FIRST IFL. T �- � - _ -�- ; ' ��---�-=� - '-I--- -_ _ ' -- _ _ — "- _ _ _ _ COATS "BENJAMIN-MOORE" PAINT 1 1 n it / ,\ � - - - - - --_' �•, _ - - 1 -1 O`I 1 OR APP. EQ. (fYP.ALL AREAS) (VARIES) - - rl f------------------------------------------------------I I I I ! i I PROV. 14"W."ROUND" FIBERGLAS --- J FIN. GRADE I STRUCTURAL TAPERED COLUMN I BEVELED 5"x 1 1 4" BLUESTONE GRADE AWAY I (TYP.ALL COLUMNS) I — --------- --,—I--�— LEDGE. PROV. CONT. FLASHING (TYP.ALL) I I FROM BEHIND SIDING TO BTTM. --------------- FRONT EDGE OF BLUESTONE. I I I I I I I I I I I "COLORADO"-CULTURED STONE COLOR&STYLE T.B.D. I I I I I I I I I I I I I I I I I I I I I I I I I __ L J -- ------------------------------ -- -------------------- -------------------------------------- ---------------- —LT-----------------------------------------------------------------------------------------------------------------------------��-1�---------------T1-1� D ————————————————————_———_— ——— ——————_—___——_— ——————————————— PROPOSED EAST ELEVATION W 0 Z ZZo W W -1 J J � U U co 0 0 OW W W W O(r 0m 012� Dcr Dcr Da: �0 U)0 (00 O W O O O �/� c/^J co T_ r SCALE: ..� N.T.S. ° K, OFFICE SET DWG. NAME: 7.2 0. 1 O EAST ELEVATION 4 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS r +� SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A wOR WHOLE IS STRICTLY PROHIBITED BY LAW. _4 V) CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELDCONDITIONS, CLIENT,AND GENERAL W 5 CONTRACTOR WHICH D FF RR FROM THE uu CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ z 0 � \ r_ � U \ O U ` C7 o00 N z00 a � u \ cl U cn c�v w C\ r" E-+ x U f� N . PROV. TIMBERTECH RAILING W SYSTEM "RADIANCERAIL" / AZEK" FASCIA TOP OF RAILING PROV. "IPE" IRONWOOD DECKING (TYP. LL SIDES) r 1 _ • _ . — • _ • — . -- . — . — . — — 5/4" 6" W. (TYPICAL ALL DECKS). V PROV. TIMBERTECH RAILING PROV. CONT. "AZEK" BEAD BOARD PROV. CONT. "COBRA"RIDGE VENT SYSTEM "RADIANCERAIL" 6"W. VERTICAL FASCIA. (TYPICAL (TYPICAL ALL RIDGE AND HIPS). (TYPICAL ALL RAILS) ALL GABLE ENDS) TOP OF RIDGE ❑ ❑ W Y --c- — — — — — 12 0 PROV. "AZEK" LOUVER VENT W �_ _ O PROV. CONT. "COBRA" RIDGE VENT SCREEN. (TYPICAL ALL GABLE ENDS) �. r _ �11 Q >- (TYPICAL ALL RIDGE AND HIPS). 24" DIA. (TYPICAL ALL AREAS) PROV. CONT. "AZEK" BEAD BOARD - W �• ' 6' W. VERTICAL FASCIA. (TYPICAL I I - Uui ALL GABLE ENDS) _ / - PROV. "LIFETIME" "GAF"ASPHALT Z Z II ® OVER 15 LB. FELT, (COLOR LAYMENT ALONG ENTIRE BOTTOM W FL. TOP OF2NDC.J. - ------ ------- _ _ _ ______________________ ----- — a �� — -- - — — — — -- --- -------- — 1 111 j,�/< - 1 I ,I TOP OF WINDOW -- - ------ - = - --- - -- -- - - -- - / % o. - PROV. 5 4 X 8" "AZEK FRIEZE BD. I _ i OA ALL NAIL HOLES AND APPLY 2 W -M RE" PAINT C TS BENJAMIN 00 ,j i i I n I �. % .//>,. � r,, % %i % /r ,/ / /.. I , _ OR APP. EQ. k I YP. BOTH SIDES �,, r / - /. /,. , / /' 7 I - I I / / / PROV. 5 4"X 6""AZEK"WINDOW 0 r 1 11 - r / 29-1 � I 1 �� ' ' 'I I TRIM W/1 AZEK" BACK BAND. � Q ' `\ (TYP.ALL AREAS)I r i TOP OF SECOND FL '�1iL 1tU 1 L L-__ I� 1�1�LL11i� Hill ° — - — - ° ❑ - ❑ ❑ a ❑ ❑ 6"WHITE ALUMINUM r U NUM GU TTER AND VJ/- �� ---- -- _---- --------- -- LEADERS. (TYPICAL ALL AREAS). TOP OF WINDOW , I i � PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1"VENT. r r SPRAY RAFTERS ABOVE W/BLACK I I �� --�=1 / i � �' ✓ � %% ��. % /- !', ' ��%' ' .' "� /' � �;% i PAINT. (TYPICAL ALL AREAS) // PROVIDE 5" "EXPOSURE- CEDAR 91 OR APPROVED EQUAL. "CERTAINTEED" 71 1" RECESS, REVEAL TOP & BTTM. (TYPICAL ALL AREAS), FILL ALL NAIL HOLES AND APPLY 2 COATS "BEN AMIN-M RE PAINT J 00 TOP OF FIRST FL. _ OR APP. EQ. (TYP.ALL AREAS) —10 (VARIES) - - - _ - - - -- - - - -- - -- --- - ----- -------------------------------------------' - ? -PROV. 14"W."ROUND" FIBERGLAS PROV. 14"W."ROUND" FIBERGLAS - PROV. TIMBERTECH RAILING PROV. 14"W."ROUND" FIBERGLAS j ----I STRUCTURAL TAPERED COLUMN STRUCTURAL TAPERED COLUMN SYSTEM "RADIANCERAIL" STRUCTURAL TAPERED COLUMN (TYP. ALL COLUMNS) (TYP. ALL COLUMNS) (TYP. ALL COLUMNS) BEVELED 5"x 1 1 4" BLUESTONE rl-LT----------- -------- --------------- - ------------------------ -----------------------------------PROV PIPE"iRONWOf3D-DEGfiNG- ------------------------------------------------ - LEDGE. PROV, CONT. FLASHING 5J4" 6"W. (TYPICAL ALL DECKS). FROM BEHIND SIDING ST BTE. L---L-------------------------------------------------------1-�------------------- - - a------------------ -----------------------------------------------------------------------------------------------� FRONT EDGE OFBLUEON I I I I I I I I I I I I I I I "COLORADO"-CULTURED STONE COLOR &STYLE T.B.D. I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q ___ W ---- --------� ----------------------------------------------------------------------------------------------- --- -- L---L----------------------L---L------------------------------------------------------------------------------------------------------- --------------- ----j PROPOSED WEST ELEVATION W 0 0 z z z o W W J J J � U U co 0 0 Ow L00 00 L0 W O O O T ao T_ r � � m SCALE: N.T.S. OFFICE SET DWG. NAME: Y F- 7.20. 10 WEST i l '.'f •s ;.:' ' ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, r ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: i 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-4 ' W NOTE: U CONTRACTOR TO NOTIFY THE OF ANY AN EVISIONS DUE TO TECT CCOND TIONS CLIALLENTT, AND OR G NEIRAL FIELDCONTRACTOR WHICH DIFFER FR u W THE CONSTTRUCT. RAWINGS/SPECIFIOCA IONS. O \ u ` U Oz 1 U o OC7 >-' N zN 1014 cl u � CN WU cN aaN \, ,o. x\\\0\\%m\`\ ��, PROV. TIMBERTECH RAILING W SYSTEM "RADIANCERAIL' TOP OF RAILINCa PROV. 5/4"X 6""AZEK" FASCIA PROV. "IPE" IRONWOOD DECKING (TYP.ALL SIDES) _ — — • _ • _ . -- 5/4" 6" W. (TYPICAL ALL DECKS). PROV. TIMBERTECH RAILING PROV. CONT. "AZEK" BEAD BOARD z PROV. CONT. "COBRA"RIDGE VENT SYSTEM "RADIANCERAIL" 6"W. VERTICAL FASCIA. (TYPICAL (TYPICAL ALL RIDGE AND HIPS). (TYPICAL ALL RAILS) ALL GABLE ENDS) W Y ❑ ❑ TOP OF RIDGE ' - - " - • - -- " - PROV. "AZEK" LOUVER VENT W/ 12 PROV. CONT. "COBRA" RIDGE VENT SCREEN. (TYPICAL ALL GABLE ENDS) r _ - �11 n (TYPICAL ALL RIDGE AND HIPS). 24" DIA. (TYPICAL ALL AREAS) w > PROV. CONT. AZEK BEAD BOARD w 6"W. VERTICAL FASCIA. (TYPICAL / (n ALL GABLE ENDS) L= _ - _ _ ROOF SHINGLES (TYP. ALL AREAS) /' _ I O I OVER 15 LB. FELT, (COLOR T.B.D.) W I I I i 1 I PROV. WEATHERWATCH" UNDER- - LAYMENT ALONG ENTIRE BOTTOM I I I I v I I I I I I I Ii I j EDGE OF ROOF UP 2'-0' (TYPICAL) w TOP OF 2ND FL. C.J. I If ALL ROOF O SECTIONS). - - 1 -'- I- - -- - - _ - - - -- - -- - ---------------------- - - -------- ------_---=--_ - - w TOP OF WINDOW / i - - -- -- - -- - - ,: w FILL ALL NAIL HOLES AND APPLY 2co COATS "BENJAMIN-MOORE" PAINT II I II Z 34-O _ / 0 O.A. 7 ./tr/. _ I Ii Ii I � i i �I II i I li - _ ❑ JI Ar / PROV. . 5/4"X 6""AZEK"ZEKn W INDOW O 29 -� n I I � TRIM W/ 1' "AZEK" BACK BAND.- a- � <P.ALL AREAS TOP OF SECOND FL. r rCCLY ❑ H/a� i__a_ 6"WHITE ITE ALU MINUM GUTTE R AND 0 C0 LEADERS. (TYPICAL ALL AREAS). `Q TOP OF WINDOW - I "" I SOFFIT W/SCREENED 1"VENT. II /i- o. /l , , �/r,";, ror" ✓�riii 3�" ,.7�i r�, ✓ ri, r �r, 400, r / - " / / ,� PROVIDE� 5 EXPOSURE- U CEDAR / / , ,,rr I MPRE' S I N Y' I r, S O S B ERTAINTEED" OR APPROVED EQUAL. u PROV. 5 4"X 8' AZEK"CORNER W yyy} _ a _ n, - ;° D /" //" /y ,' 1" RECESS. REVEAL TOP&BTTM. _ ---- --- - „I (TYPICAL ALL AREAS).FILL ALL NAIL HOLES AND APPLY 2 TOP OF FIRST FL. = 3 - r _ _ 3 �-- 3� _ = , = - - k r COATS"BENJAMIN-MOORE"PAINT % - - - - - 1 OR APP. EQ. (TYP. ALL AREAS) (VARIES) T PROV. 14"W."ROUND" FIBERGLAS PROV. 14"W."ROUND" FIBERGLAS PROV. TIMBERTECH RAILING PROV. 14"W."ROUND" FIBERGLAS L----{ STRUCTURAL TAPERED COLUMN STRUCTURAL TAPERED COLUMN SYSTEM "RADIANCERAIL" STRUCTURAL TAPERED COLUMN (TYP.ALL COLUMNS) (TYP.ALL COLUMNS) (TYP.ALL COLUMNS) I BEVELED 5"x 1 1 4" BLUESTONE -1- 1- PRO'\t. IPE`-IRONWOOfl-DECKING- ---------------------- I LEDGE. PROV. CONT. FLASHING 5/4" 6"W. (TYPICAL ALL DECKS). FROM BEHIND SIDING TO BTTM. L---1------------------------------------------------------- --i-------------------------1- ------------------------------------------------------------------------------------------------------------------------ FRONT EDGE OFBLUESTONE. I I I I I I I I I I I I I I I I I "COLORADO"-CULTURED STONE COLOR &STYLE T.B.D. I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------------- W --------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------- -J L---—----------------------L---L---------------------------------------------------------------------------------------------------------------------�---� c� PROPOSED WEST ELEVATION w 0 Z ZZo w w j J J � 0w 0w 0w ocr o(r wM Dcr DEr Da: 00 CO0 U)0 0 0 0 w 0 r r VJ 00 T SCALE: N.T.S. OFFICE SET DWG. NAME: 7.20. 1 0 NORTH/SOUTH ELEVATIONS 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 BY THE ARCHITECT. ANY REPRODUCTION IN PART A-4 OR WHOLE IS STRICTLY PROHIBITED BY LAW. i PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS NOTE: GENERAL NOTES CLIMATE AND GEOGRAPHIC DESIGN CRITERIA CONTRACTOR TO NOTIFY THE ARCHITECT � W (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) OF ANY AND ALL REVISIONS DUE TO FIELD ry HEATING & COOLING CONDITIONS, CLIENT,AND OR GENERAL 5 MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) CONTRACTOR WHICH DIFFER FROM THE 1 FAMILY DETACHED DWELLING HEATING CONSTRUCT. DRAWINGS/SPECIFICATIONS. DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM�'2 WINTER ICE SHIELD z ZONE 11 B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW DESIGN DESIGN UNDERLAY FLOOD CRITERIA ZONE 1 1 B 0 HEATING DAYS = 5750 LOAD CATEGORY FROST LINE TEMP. REQUIRED HAZARD \ r. ZONE 11 B SPEED (MPH) WEATHERING DEPTH TERMITE DECAY U COINCIDENT WET-BULB TEMP. = 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 DETACHED ONE FAMILY WALLS. LOAD BEARING O � � � SUMMER DESIGN DRY-BULB TEMP. = 83 VALUE OF MODERATE ZONE 1 1 B MAP#36103C166 G MODE: HEATING OR COOLING 0.14 \ Z WINTER DESIGN DRY-BULB TEMP. = 6 EXPOSURE SOIL 3,000 PSF p TO SLIGHTLY TO ROOF CEILING 0.031 45 PSF CATEGORY"B" "B" "SEVERE" 12" FOOTINGS = 11' YES EFFECTIVE DATE: U 120 MPH MAY 4TH 1998 UNHEATED SLAB ON GRADE 4.5 , GLAZING "U" FACTOR = 0.45 CLIMATE-SPECIFIC REQUIRED & PROPOSED HEAVY MODERATE \ 00 \ cv CEILING R VALUE = 0.45 USE-16" O Z 3 BASEMENT WALL a.b. 0.100 EXTERIOR WALL R VALUE = 0.45 \ Q N PROPOSED MINIMUM NOTES: CRAWL SPACE WALL 0.06 FLOOR "R"VALUE = 0.45 DESCRIPTION R-VALUE R-VALUE a WALLTYPEI 10" P.CONC. 9' H• R - 10 R - 10 8" P.CONC. FNDN. WALL ON TOP OF FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS TOTAL EXTERIOR WALL SO.FT. = 5,548 SQ.FT, A CONT. FOOTING. OVER OUTSIDE AIR. TOTAL WINDOW SQ.FT. = 607 SO.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. INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR U M N DESCRIPTION U - FACTOR X AREA = UA DESCRIPTION = UA rn TOTAL DOOR GLASS AREA = 300 SO.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-VALUE DEPTH FACTOR R-FACTOR X PERIMETER FENESTRATION AREA = 907/5,548:>C 100 = 16.4 WWR ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 38 AF TIMBERLINE LIFETIME ROOF SHINGLE. CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-O" R-1 O 0.56 2,084 SO. 1,167 \ ; N TOTAL SQ.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 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. 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 N�\\ MINIMUM EQUIPMENT PERFORMANCE 4" P.coNc.sLABONcoMP. FILL \ \, SLAB 4 P.CONC. R -9,2 R - 9,2 W/WN W M. 6 X 6 REINF. TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED "UA" 1,167 EmmumnimmEQUIPMENT CATEGORY EQUIPMENT CATEGOF YMINIMUM ` PERFORMANCE \' `A\` NAILING SCHEDULE WALL WINDOWS, AND D DESIGN CRITERIA \` �+ DOORS ������\ OIL-FIRED STEAM AND DOE 10 CFR PART 430 WALLS, HOT WATER BOILERS SUBPART B, 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 \\�ko\ ( FASTENING SPACING DESCRIPTION R-VALUE U - FACTOR X AREA = UA AMERICAN FOREST AND PAPER ASSOCIATION AF&PA CONNECTION ( ) 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)@16" O.C. 3 8d PER RAFTER WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 ZONE ROOF > 30'-40' X 1.53ROOF > 30'-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) 2-8D EACH END TOTAL AREA 5530 SQ.FT. SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 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 U 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 GARAGE SIDE WITH 5'-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. HEF . TABLE 1609. 6 .2 . 1 (� ) z 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 WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba W 4. ALL BATH/TOILET AREA WALLS AND CLG. 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. O WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS Q 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST VELOCITY DIRECTION ANGLE OR BLOCKING (FACE-NAILED) 2-16D PER FOOT END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD U - OVERHANG GENERAL FRAMING NOTES WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR z W 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST WALL ROOF WALL ROOF Z ROOF ROOF ROOF ROOF ZONE ZONE W 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END I I I I Q 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUD 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 -11.6 -13.0 ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 120 - (n 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 W TO BE PRESSURE TREATED. 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST S.F. OF AREA JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT W 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST Z cn FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 Q 5. FLOOR CONSTRUCTION: 3/4"T. & G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT W MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD MINIMUM F;�'�'D. PROPOSED MINIMUM - SQ.FT. OF NET GLAZED OPENABLE TO FLOOR JOISTS. 23 DIAGONAL BOARD SHEATHING USE PROPOSED SLOPE N?.� SLOPE HT,/ USE LITE/SQ.FT. VENT/SQ.FT. Q REQUIRED FURRED'• ; FURRED HT. AREA AREA% AREA% 0 O 6. ALL WINDOW AND DR. HDRS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE 1"X 6" OR 1"X 8" 2-8D PER SUPPORT .. SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE 1 ST. FLOOR 1 ST. FLOOR SPECIFIED. 1" X 10" OR WIDER 3-8D PER SUPPORT KITCHEN 70 SO.FT. 417 SO.FT. 6'-8" 7'-6" N/R 10_0 KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SQ.FT. 15% CcQ 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD Q DINING RM. 70 SQ.FT. 293 SO.FT. 6'-8" 7'-6" N/R 101-01, DINING RM. 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 7/16" 6D 3" EDGE/6" FIELD GREAT RM. 70 SQ.FT. 542 SO.FT. 6'-8" 7'-6" N/R 10'-0" GREAT RM. 70 SQ.FT. 0 W Q 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. BATH #1 30 SO.FT. 35 SO.FT. 6'-8" 7-6" N/R 101_011 BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SQ.FT. 13% GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD W LAUNDRY RM. 70 SQ.FT. 128 SO.FT. 6'-8" 7'-6" N/R 10'-0" LAUNDRY RM. 70 SQ.FT. 25 SO.FT. 20% 30 SO.FT. 23.5% � 11. PROVIDE INSULATION BAFFLES AT EAVE 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 SO.FT. 14% Ir BATH #2 30 SO.FT. 37 SQ.FT. 5' 7'-6" N/R 10'-0" BATH #2 30 SQ.FT. 6 SO.FT. 16% 3 SQ.FT. 8% ui 30 DIAGONAL BOARD SHEATHINGGENERAL ELEVATION NOTESSTORAGE N/R 36 SQ.FT. 6'-8" 7'-6" N/R 10'-0" STORAGE N/R 10 SO.FT. 28% 5 SQ.FT. 14% 1" X 6" OR 1"X 8" 2-81D PER SUPPORT N1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1"X 1 Oil OR WIDER 3-8D PER SUPPORT BATH #3 30 SO.FT. 68 SO.FT. 5' 7'-6" N/R 10'-0" BATH #3 30 SQ.FT. 10 SO.FT. 15% 5 SQ.FT. 7.5% BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS STUDY 50 SQ.FT. 471 SQ.FT. 6'-8" 7'-6" N/R 10'-0" STUDY 50 SO.FT. 130 SQ.FT. 28% 91 SO.FT. 19% AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1" OR LESS 8D 6" EDGE/ 12" FIELD 2ND FLOOR 2ND FLOOR ROOF VENTS. M. BEDROOM 70 SO.FT. 328 SQ.FT. 6'-8" 7'-6" N/R 9,-0,, M. BEDROOM 70 SO.FT. 107 SQ.FT. 33% 73 SO.FT. 23% 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GREATER THAN 1" 10D 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING BEDROOM #1 70 SO.FT. 223 SQ.FT. 5' T-6" N/R 91_01. BEDROOM #1 70 SQ.FT. 33 SO.FT. 15% 17 SQ.FT. 8% 1 BEDROOM #2 70 SQ.FT. 245 SO.FT. 6'-8" 7'-6" N/R g�-p" BEDROOM #2 70 SO.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% GENERAL PLUMBING NOTES "X 6" OR 1"X 8" 2-8D PER SUPPORT M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7'-6" N/R 91-01, M. BATH 30 SQ.FT. 40 SO.FT. 23% 20 SO.Fr. 12% 1"X 1 O" OR WIDER 3-8D PER SUPPORT M. CLOSET 1 N/R 42 SO.FT. 5' 7'-6" N/R 91-011 M. CLOSET 1 N/R 5 SO.FT. 12% 2 SQ.FT. 5% 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ M. CLOSET 2 N/R 42 SO.FT. 6-8" 7'-6" N/R 91-01, M. CLOSET 2 N/R 5 SQ.FT. 12'/0 2 SQ.FT. 5% ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDG•E. HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 91_011 HALI/FOYER N/R 45 SO. FT. 14% 23 SO. FT. 7% PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING IF WALL SHEATHING IS NAILED 3"ON-CENTER AT EHT PANEL EDGE PER ALL APPLICABLE CODES. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE BATH #5 30 SQ.FT. 73 SO.FT. 5' 7'-6" N/R 91_0" BATH #5 30 SO.FT. 15 SO.FT. 16% 7 SQ.FT. 8% DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. LINEN CLOSE N/R 22 SO.FT. 5' 7-6" N/R 91_0" LINEN CLOSET N/R 5 SO.FT. 23% 2 SQ.FT. 9% 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF GENERAL HVAC SYSTEM NOTES NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. BATH #4 N/R 52 SO.FT. 6-8" 7'-6" N/R 91_011 BATH #4 N/R 20 SO. Fr. 38% 10 SO. FT. 19% GUEST BED. 70 SQ. FT. 287 SQ.FT. N/R N/R N/R g'_p" GUEST BED. 70 SO. FT. 86 SQ.FT. 30% 62 SO.FT. 22% W 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL (n APPLICABLE CODES AND SAFETY REQUIREMENTS, 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING w & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT 0 SUPPLIER FOR FINAL REVIEW.AND APPROVAL. C7 F H Z_ Z Z a w W j EMERGENCY ESCAPE/RESCUE OPENINGS U3 U� m SECT. R310 0 Lu ow 0_ 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. W W W It Dcr Da: Dcr 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. 0 0 co 0 U)0 LL 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. p o 0 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. D O r 00 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. � r WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" �µ1 N.T.S. (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). OFFICE SET 7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH .. DWG. NAME: EXCEEDS 44 INCHES. 7.20. 10 %s NORTH/SOUTH 8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED ELEVATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. ; { �. BARS, GRILLES, COVERS AND SCREENS PROHIE3ITED UNLESS DEVICES '*. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, RE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, Q '`.;; �ry ARE THE SOLE PROPERTY OF THE ARCHITECT.NO 'COL OR EXCESSIVE FORCE. ;_:_ , `� ? � . •,, t �': REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO. � .��x;.1 �:✓�. .f SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION ,; 4 •• T_t�.; / BY THE ARCHITECT. ANY REPRODUCTION IN PART OIR WHOLE IS STRICTLY PROHIBITED BY LAW. n ,�_ NOTE: 11 U FASTEST MILE WI N DSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL REVSIONS DUE W 5 LATERAL AND SHEAR CONNECTION CONDITIONS, CLIENT,AND OR GENOERAL FIELD W PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION REQUIREMENTS CONTRACTOR WHICH DIFFER FROM THE ' z CONSTRUCT. DRAWINGS/SPECIFICATIONS. \ O 110 120 PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3 U U L S U L S (AMERICAN FOREST& PAPER ASSOCIATION) CONNECTION: NUMBER ROOF SPAN 1/2" ANCHOR BOLTS � � N OF (FT.) rn STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED , 0 (MPH) U x 20 206 681 291 681 SILL PLATE TO 24 260 358 110 120 O 00 FOUNDATION 28 314 426 RAFTER/ Z (CRAWL SPACE 2 WALL HEIGHT MAXIMUM ANCHOR BOLT d N OR BASEMENT) CEILING JOIST a c (FT.) SPACING (IN.) PROV. 14"W. ROUND' FIBER '� rj11 WALL CODES. 32 368 ^A^ 493 SPACING (IN.) (TYP. ALL COLUMNS STRUCTURAL TAPERED COLUMN G1, �p 36 422 561 16 8 3 3 WALL ull m w 24 206 13 421 291 254 421 12 10 3 4 WALL 211 WALL PLATEWALL BOTTOMO 28 260 358 '10D BOX NAILS CAN BE SUBSTITUTED FOR 151 \ U cn N 8D COMMON NAILS. ° FOUNDATION 2 32 00 314 426 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO 411 WALL 4,I WALL I = g, (SLAB-ON-GRADE RAFTERS, THE SUM ` U N 36 36g N . 493 OF THE TOE NAILS IN THE RAFTER AND CEILING a JOIST SHALL EQUAL 30' 21 " ~� ` Q M � 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS U = CONNECTOR UPLIFT LOAD. 3REQUIRED. _ \ \ \\\ TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS CLEARANCE L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED „ �� TOILET, BATH AND \ *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. 24 CLEARANCE 21 ma DESIGN PER SECTION 1.1.4. I 3 SHOWER SPACED \,�\\��\" FOUNDATIONIN FRONT OF OPNG. \` 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF ` , CLEARANCE �- �� , SCALE: 1 - 1/2" ��.���\ TOILET, BATH AND 11 \�10 PSF(2/3 X 15 PSF). �\\� 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO - I t �\ N\\ SHOWER SPACED \� BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. \\ ��`, \ \\ ED WITHIN 8 FEET OF BUILDING CORNERS. SCALE: 1 '=1/211 \` LOCATED �\\� 3 ME A WALL SHEAR CAPACITY OF 421 PLF ROOF-TO-WALL WALL-TO-WALL, AND WALL �\��` TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME (WALLS SHEATHING WITH 7/16" STRUCT. SHEATHING ATTACHED WALL-TO-FOUNDATION) W/8D NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.313 ALT. TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. (AMERICAN FOREST 110 120 & PAPER ASSOC.) FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON �� _� NAILS END OF 1-1/4"X 20 FASTESTMILE WINDSPEED (MPH) 3"VENT 3"VENT 3"VENT 3'VENT 3"VENT Li ('N ) (FT.) GAGE STRAP 12 3 3 0 PRESCRIPTIVE DESIGN TABLE 3. (AMERICAN (FOREST& PA ER ASSOCIATION 16 3 4 1'10 120 20 3 4 IRAFTER/TRUSS ROOF SPAN U' E-4 S U° L° S 16 24 4 5 W Y SPACING (IN.) (FT.) 1,2,3 REQUIRED CAPACITY OF CONNECTION (LBS) 2$ 4 5 SHOWER SHOWER SHOWER SHOWER O 32 5 6 � } 12 341 264 280 427 339 280 r, 1 1/2" 1 1/z" 1/2",, U —36 5 F71 1/2" 1 1/2" FF1 1/2" 1 1/z" 1 1 1/2" z Lu z 16 421 526 20 500 626 1 1/2" 1 1/2" 16 24 580 726 �0 W B.SINK B.SINK �B.SINK B.SINK B.SINK B.SINK B.SINK VJ 28 660 826 U4 = CONNECTOR UPLIFT LOAD. "�C. w C. w c. wc. 32 740 927 L4 = CONNECTOR LATERAL LOAD. cr (PERPENDICULAR TO THE WALL) 36 820 1027 S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF SECOND FLOOR F UQ = CONNECTOR UPLIFT LOAD. CEILING. D.L. 10 P.S.F.), L z L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE C. 2^ z" 2„ 4" C.2° 2 z 4° C.O. 2 r' 2 r n S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) CEILING ASSEMBLY IS a z 2 a w v J 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 1 O PSF NOT CONNECTED TO THE ROOF ASSEMBLY, 3"VENT _ THE TABULATED NUMBER OF C. O W (213 X 15 PSF). NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. 2 TABULATED UPLIFT AND LATERAL CONNECTION R 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CO T EQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT CONNECTIONS, 0 O THE TABULATED NUMBER OF NAILS SHOWER SHOWER Z LOCATED WITHIN 8 FEET OF BUILDING CORNERS. SHALL BE PERMITTED TO BE REDUCED BY TTABULATED 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. FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE c G REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. °TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES 1 1/z" �1 1J 1 1/z" 1 1/z" 1 1/2" 1 1/2. 1 1/2" 1 1/2" 1 1/2^ 0 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. 1 1/2 Z1121 1 1/2 1 1/zB.SIN B.SIN B.SIN K.SIN D.W. R K.SINK \J W W C. W C B, ET UTL.SINK / W.C. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS O RESISTING LATERAL & SHEAR LOADS FIRST FLOOR PRESCRIPTIVE DESIGN, TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) 2„ 2. z,� 2�� 2�� 2,� 2�� 4„ 4 4 C.O. C.O. - � \V� 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS C.O. FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 100 110 120 90 100 110 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 4„ TO APPROVED 32 19 28 C.O. a SANITARY SYSTEM 4, WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6 3 36 57 1/8"SLOPE PER 1' 1/8"SLOPE PER 1' U = CONNECTOR UPLIFT LOAD. 4"TRAP L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 'ANCHOR BOLT SPACINGS BASED ON MAXIMUM SWEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). FLUMBING RISER DIAGRAM 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. 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT N nL 0 d W IN ACCORDANCE WITH SECTION 3.4.4. I_ I- Z Z Z 0 W W -� .J J T FOUNDATION ANCHOR BOLT CONNECTIONS Ow Ow SILL OR BOTTOM PLATEO Ow I-j I-- H- RESISTING UPLIFT ow om o� cc W W� Wcc PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) _LL LL D LL D u- 0 U)0 U)0� W o r. O O 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS T 1i FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED cl) T (MPH) (MPH) SCALE: 90 100 110 120 90 100 110 120 �,�;�-, � :G'�, N.T.S. ��off--;`,': �'I =�' �•< .. DWG. NAME: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT ANCHOR BOLT FOUNDATION SUPPORTING: OFFICE SET rrr^ 7.20. 10 CONNECTION SPACING (IN.) SPACING (IN.) r �' v m,��fi °� �. PLUMBING 1 t RISER DIAGRAM SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 ) (CRAWL SPACE OR BASEMENT) F7 - ' THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS y WALL PLATE TO FOUNDATION 1-3 STORIES 32 SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION 40 33 28 25 51 42 36 A-6 BY THE ARCHITECT. ANY REPRODUCTION IN PART (SLAB-ON-GRADE) OR WHOLE IS STRICTLY PROHIBITED BY LAW. - • _. �- -.