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HomeMy WebLinkAbout39201-Z ��Q��UFFOt,�co�g Town of Southold 6/27/2016 3 P.O.Box 1179 C* 53095 Main Rd v'yfjc� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38357 Date: 6/27/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 12400 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-6-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/20/2014 pursuant to which Building Permit No. 39201 dated 9/22/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porchs, 2nd floor balconies and attached 2 car garage as applied for. The certificate is issued to Freed,Todd&Webster-Freed,Edith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0019 6/13/2016 ELECTRICAL CERTIFICATE NO. 39201 5/23/2016 PLUMBERS CERTIFICATION DATED 6/17/2016 Thomas Martin 2 AuthkAred Signature TOWN OF SOUTHOLD ®�S�FFot,r�oy BUILDING DEPARTMENT y 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#: 39201 Date: 9/22/2014 Permission is hereby granted to: Freed, Todd &Webster-Freed, Edith 1200 Fifth Ave Apt 9A New York, NY 10029 To: construct a new single family dwelling with attached 2 car garage, covered front entry & terraces as applied for per DEC approval At premises located at: 12400 New Suffolk Ave SCTM # 473889 Sec/Block/Lot# 116.-6-12.1 Pursuant to application dated 9/22/2014 and approved by the Building Inspector. To expire on 3/23/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,216.00 CO -NEW DWELLING $50.00 Total: $3,266.00 Building Inspector pF SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G iQ rimer.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 cull BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Freed Address: 12400 New Suffolk Avenue City: Cutchogue St: New York Zip: 11935 Budding Permit#: 39201 Section: 116 Block: 6 Lot: 121 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MC Electric License No: 4391-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 102 Ceiling Fixtures 75 HID Fixtures Service 3 ph Hot Water GFCI Recpt 22 Wall Fixtures 20 Smoke Detectors Main Panel 2-150A A/C Condenser 4 Single Recpt 5 Recessed Fixtures 57 CO Detectors Sub Panel 1 A/C Blower 4 Range Recpt 20A Fluorescent Fixture 5 Pumps Transformer Appliances2-D Dryer Recpt 30A Emergency Fixtures Time Clocks 2- Disconnect 150A Switches 126 Twist Lock Exit Fixtures TVSS Other Equipment: 7- Exhaust Fans, 18 ARC Fault Circuit Breakers, 200 Transfer Switch for Future Generator Notes: Inspector Signature: �a��r Date: May 23, 2016 z Electrical 81 Compliance Form(2).xls Town Hall Annex x. Telcphm�-- (631)765-1802 54375 Main Road` :, mow " Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 D [ECF�D'V [E BUILDING 13}�',�sRTl lR; T DD TOWN OF SOUTHOLD JUN 2 0 2016 BUILDING DEPT. TOWN OF SOUTHOLD .0 E R T I li I C A '1' 10 Int Date:_ Building Permit No. Z Q Owner: (Please print) Plumber: 5 10q (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) a-h Sworn to before me this 7 day of Jy 20 � THOMAS OCONNELL Notary Public-State of Ne+% York i NO. 01 OC618i 62b Qualified in Suffolk bounty My Commission Expires Feb 4, 2020 Notary Public, _ .J4 F�� County 3Fjf SOUl�ol • ao �1y000NiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION �� [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:- DATE . EMARKS:DATE � - INSPECTOR 3 SOF SOUly cOUNi`I,� TOWN, OF SOUTHOLD BUILDINGDEPT. 765-1802 INSPECTION,- [ t ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE_& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE _ INSPECTOR OF SO(/l�ol � o TOWN, OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION. - I [ ] F NDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO-1 [ ] CAULKING REMARKS: r� P 1 DATE . INSPECTOR COf so cOUNT`l,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION [ ] INSULATION [ 'FRAMING STRAPPIN FRG [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� `�`� �`�� INSPECTOR ` cOUM`l,Nc� TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 .INSPECTION [ /FRAMING DATION-IST [ ] ROUGH PLUMBING [ ATION 2ND [ ] INSULATION [- RAPPING [ ] FINAL [ ] FIREPLACE & C IMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: kj DATE Lq INSPECTOR i o��oF souryo! - �" Via. � • COQ , couNi'1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION T [ ] FOUNDATION 1 ST [PjliOUGH PLUMBING [ ],FOUNDATION 2ND [ ] INSULATION [ J FRAMING /,STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING E M A R K -57 co( L 4 4L� DATE INSPECTOR raf s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION ;F D FO DATION IST ROUGH PLUMBING A 0 y' eUNDATION 2ND INSULATION RAMING / STRAPPI FINAL C FIREPLACE & CHIMN FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: :z4 DATE1,018f,'r, INSPECTOR TOWN OF SOUTHOLD BUILDING_ DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: " a d 13 DATE INSPECTOR 1' cOUNi`I,� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST , [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] U [ ] FRAMING / STRAPPING [ ] FI L R [ ] FIREPLACE A CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 2 ' DATE �'l ,INSPECTOR OF SO(/r�,olo - c0UN1Y,� qJ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST- [ ] ROUGH- PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rl. 6, DATE �'� �� INSPECTOR L- GI A__'VI fiE R`1'0N L c� ASSC faIA-FES— ARC I-I ITECTS May 9, 2016 Mr. Gary Fish Building Department Town of Southold Town Hall Southold,NY 11971 Re: 12400 New Suffolk Avenue, Cutchogue,NY 11935 Section: 116, Block: 6, Lot: 12.1 Mr. Todd Freed & Mrs. Edith Webster-Freed Residence Dear Mr. Fish: Please be advised that I, Andrew V. Giambertone, (NYS Registered Arch. License#020804) am the Architect of record for the construction of the Freed Residence, 12400 New Suffolk Avenue, Cutchogue,NY. As such, I have had the opportunity to observe the construction during the course of building said residence, and I here certify, to the best of my Professional ability that the installation of the insulation was done as per the Town of Southold approved plans as well as conforming with the New York State Residential Code and Energy Code requirements. Respectfully, R DAR NTG��ij�� T Andrew V. A. 62 Elm St.-Huntington 1W 11743 Tel: (631)367-0050—Fax: (631)367-6636 AV Ca;GiambertoneArchitects.com 'A N I7 R E W V. 01A?41BiERTO NE ASSOCIATES, A P (, I-I I 'F E C 'F S May 18, 2016 Mr. Gary Fish Building Department Town of Southold Town Hall Southold,NY 11971 Re: 12400 New Suffolk Avenue, Cutchogue,NY 11935 Section: 116, Block: 6, Lot: 12.1 Mr. Todd Freed & Mrs. Edith Webster-Freed Residence Dear Mr. Fish: Please be advised that I, Andrew V. Giambertone, (NYS Registered Arch. License#020804) am the Architect of record for the construction of the Freed Residence, 12400 New Suffolk Avenue, Cutchogue,NY. As such, I have had the opportunity to observe the construction during the course of building said residence, and I here certify, to the best of my Professional ability that the wall between the garage mechanical closet and the laundry room was built as per the Town of Southold approved plans as well as conforming with the New York State Residential Code requiring it to be a% hour fire resistance rating. Respectfully, D ARC LU N Andrew V. rtone, A.I.A. 62 Elm St.-Huntington, 11743 a Tel: (631)367-0050—Fax: (631)367-6636 AV Giambertone_Architeets.com AFFIDAVIT OF TODD E. FREED I, Todd E. Freed, being duly sworn, deposes and says: 1. I am an attorney admitted to practice in the State of New York. 2. I am the owner, together with my wife, Edith Webster-Freed, of a parcel of real property located at 12400 New Suffolk Avenue in Cutchogue, New York(the"Property"), and I am familiar with all of the facts and circumstances set forth in this affidavit. 3. Our builder, Kean Development Company, has completed construction of our new single-family residence on the Property, and we desire to obtain a Certificate of Occupancy therefor as soon as practicable. 4. We are actively working with our landscape contractor, David Cichanowicz of Creative Environmental Design, of Peconic, New York, as well as a landscape architect, Liz Hand-Fry, and her colleague Jamie Scott on a landscaping design and installation plan for the Property. 5., It is our intent to initiate landscaping and have grass or sod seeded or planted within a reasonable period of time (60 days) after the Certificate of Occupancy has been issued. Todd E. Freed Sworn to before me the 23rd day of May, 2016 Ad ir'' Notary Public GAIL F.WRIGHT Notary Public, State of New York No.30-4653780 Qualified in Nassau County Certificate Filed in New York County/ Commission Exphes December 31,20 J \\NY-7014511008555-5635037 v1 • 1 i. Fm WA 1� ROUGH • PLUM1: , N II C/!L' ! WO- AW -ter : e.., Ed / 1INSUL ATION ' STATE ENER(74Y CODE � r - WWI MAN • 1� , I ', v cif .tl i'� � I� � ► _ Y .tom' �_ 1L� r �Lji�.Ll�.1�'�i'S��. � �-.ia-`.rZ•' 04 1-:0 , fir J►' / RAO . > M�_ I 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. P I / Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 f Storm-Water Assessment Form Contact: Approved 20 l(/to Mail to: Disapproved a/c Phone: Expi anon -- 2D, Building Inspector AUG 2 0 2014 PLICATION FOR BUILDING PERMIT BLDG DEPT. Date 4P , 20 TOWN Or SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or 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 of applicant o ame,if a co oration) eno Inao', �GZ w � (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ,! ��p0` ,tzr,� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) r� Q Builders License No. Plumbers License No. JUL ? 014 Electricians License No. Other Trade's License No. _ BLDG DEPT. TOWN OF SOUTHOL 1. Location of land on which proposed work will be done: LM House Number Street Ham"let County Tax Map No. 1000 SectionBlock l Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use an occupancy of proposed construction: a. Existing use and occupancy /�PpU � �d�>l' de511id b. Intended use and occupancy / 6�� u U 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (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 e "/ -4' S 8. Dimensions of entire new construction: r� ont Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ( 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES `/ NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) Q SS: COUNTY OF rlU � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Cpi}tractor, ent, 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 appUcation filed therewith. S'Tm to before met is ,TD� N,of PL ( t4�tS— ublic,State of New York ` VAotary ®uS ified in Suffolk Cou A'- AIPE6130636 Signature of Applicant Commission Expires July 18, John M. Bredemeyer III, President ��, �d� Town Hall Annex Michael J. Domino, Vice-President =� . �� 54375 Route 25 James F. King . . 4 :q P.O. Box 1179" X Southold, NY 11971 Charles J. Sanders ,,, Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 28, 2014 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: TODD FREED & EDITH WEBSTER-FREED 12400 NEIN SUFFOLK AVENUE, CUTCHOGUE SCTM# 116-6-12.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the survey dated December 3, 2013, and determined the proposed dwelling and sanitary syst4 emar�oL oft_e Wetland _ jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. e °t 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer III, President Board of Trustees JMB:amn L Z John M.Bredemeyer III,President �� S0!/ry® Town Hall Annex Michael J.Domino,Vice-President �� l0 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 ac Dave Bergen,Trustee G Telephone(631) 765-1892 Charles J.Sanders,Trustee Ol�i`,oU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8440A Date of Receipt of Application: May 8, 2014 Applicant: Edith & Todd Freed SCTM#: 116-6-12 Project Location: 12400 New Suffolk Avenue, Cutchogue Date of Resolution/Issuance: June 18, 2014 Date of Expiration: June 18, 2016 Reviewed by: Board of Trustees Project Description: For the demolition of the existing dwelling, add fill and re- grade the area. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by John T. Metzger, Land Surveyor, last dated May 6, 2014, and stamped approved on June 18, 2014. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. ,9g4-- 'Ove &,& wM 0AM John M. Bredemeyer III, President Board of Trustees John M.Bredemeyer III,President ®�*OF S y®� Town Hall Annex Michael J.Domino,Vice-President ~ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® �� Telephone (631) 765-1892 Charles J.Sanders �lyCOUNT t Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1240C Date: June 22, 2016 THIS CERTIFIES that the demolition of the existingdwelling, add fill and regrade the area, At 12400 New Suffolk Avenue, Cutchogue Suffolk County Tax Map#1000-116-6-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 8, 2014 pursuant to which Trustees Administrative Permit#8440A Dated June 18, 2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing dwelling add fill and regrade the area. The certificate is issued to EDITH &TODD FREED owners of the aforesaid property. Authorized Signature e ti �I Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Now' Facility DEC ID 1-4738-04329 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: TODD FREED FREED PROPERTY 1200 FIFTH AVE APT 9A 12400 NEW SUFFOLK AVEISCTM 1000-116-6- 12.1 NEW YORK,NY 10029 CUTCHOGUE,NY 11935 (212) 918-3625 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Project Location: 12400 New Suffolk Avenue Authorized Activity: Remove existing house, garage and cottage. Abandon existing septic system. Construct new single family dwellin_ e tic s stem. All authorized activities must be in strict conformance with e attached approved survey/plan prepared by John T. Metzger, last revised 02-11- 2014 and stamped NYSDEC approved on 04-03-2014. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04329/00001 New Permit Effective Date: 4/3/2014 Expiration Date: 4/2/2019 Page 1 of 8 Am Glamw • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04329 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat-TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Attn: Compliance 6. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 7. All Structures Must Be At Least 100 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new single family dwellings with accessory structures and septic systems located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 100 feet from the wetland boundary, are not authorized. ' 8. Development Restrictions New single family dwelling, accessory structure and septic system projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a) (1), (2), (3), (4), (5), (7), and Part 661.6(b): -The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. -The 100 foot minimum wetland setback-requirement for all components of the septic system. - The requirement that all components of the septic system be installed at an,elevation at least 2 feet above the seasonal high groundwater elevation for the site. -The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. - The minimum lot area requirement for the construction of new principal buildings; 20,000 square feet in areas with public sewers and 40,000 square feet in areas without public sewers. Page 3 of 8 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04329 21. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 22. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 23. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 24. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 25. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 26. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 27. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 28. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 5 of 8 Am 10how NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04329 S. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted,activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 7 of 8 14Sc;ott A. Russell e4 James A. Richter, R.A. SUPERVISOR o Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.0.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: NAME: SCt � ADDRESS: jp ,,Q7 ¢ 9 ADDRESS: A81 002-9 Telephone Number: a 1"e,11!d odd 71o.1-V 390 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11" Envelope& Appropriate Postage. DATE: Property Address / Location of Construction Work: SCTM #: 1000 . District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review 1 Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto ter Revie Checklist. If No or NA are Indicated, Justification is Required. ** * FOR I E RING DEPARTMENT USE ONLY **** Reviewed By: Date: prove dd conal Information Required: �BF�� CHAPTER. 236 l �® STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) ® NAME: .( S C T M . 1000 Telephone Number: District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 0� g. Location of all existing&proposed structures,roads, driveways, sidewalks, drainage irnprovements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 000 AJp fbe j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). ®00 1. Location of proposed concrete washout area(s). 00® -SmAI R-moon► 0 t44? M. Location of all proposed erosion&sediment control measures. ®�0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. �0 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g.infiltration basins,swales,etc.) FORM # SWCP Check List-TOS JAN 2014 STOI V Scott A. Russell ° E�I��1[�� A\'7C']E]E� SUPERVISOR �I MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 i 53095 Maui Road-SOUTHOLD,NEW YORK 11971 'dYrI I Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 24 2016 ( TO BE COMPLETED BY THE APPLICANT ) :DOES 'n 118 PROJECT INVOLVE ANY OF TJ 1E FOLLOWING: Yes No tCHEC K ALL THAT APPLY, ❑❑ A. Clearing, grubbing, grading Or stripping Of land which affects more than 5,000 square feet of ground surface. [ ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑aC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ( ]❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any Watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.N1. # 1000 Date APPLICA'N'T Tropei tri Ox.ner.Design,Professional,Agent,Contractor,Other) .i Distract 06N 5 AME v p•'+' Section Block Lot FOR. EULDIING D1.PAR!'NILS I C'NNLY a-; >• Contac:Information ?da•J ��- Ci — — — — — — — — —eek-1::4wr6— — — — — — •�` T Reviewed By: — — — — Date_ Property Address / Location of Construction «oik: — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. t — — — — — — — — — — — — — — — — — P StoI l ll%vater Management Control Plan la Requn-ed. I (Forward to Engineering Department for Review.) m„ > FORM # SMCP-TOS NI—AY-26-14 J _ APPLICANT- S.C.T.M. 1000 CHAPTER (Property Owner,Design Professional,Agent,Contractor,Other) -_=- _ —� bp5t ger CHA TER 236 ` `', "V,<D �75 o6 3.-2- Stormwater Management Control Plan CHECK LIST NAME: 1 5� �J� Section Block Lot W S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: 765- 5_��� , / 1 / dol �c The applicant must provide a Complete Explanation and/or Reason for not providing 1swv.w 7IeplancNumDr 5 all Information that has been Required by the following Checklists 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. E IREQU6R ED of the Site Boundary as required by§236-17(0(2). Bering at 765-1560 bef orp d. Test Hole Data Indicating Soil Charactenstics&Depth to Ground Water. tEftumProvide Engineer, Certifi e. Limits of Clearing & Area of Proposed Land Disturbance. If;e as been instal led to coda f. Existing& Proposed Contours of the Site (Minimum z Intervals) � g. Location of all existing &proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(,). 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. EROSION SE®1r1♦i! 2. Stormwater Management Control Plan must include Calculations showing Shall include b ut not be UFAIted to: that the stormwater improvements are sized to capture,store,and infiltrate �� e4 well B'B'ia on-site the i un-off from all impervious surfaces generated by a two(2")inch Wire ®a Entrance, rainfall/storm event See stabilization 3. Details&Sectional Drawings for stot mwater practices are required fol approval. OV'Dsedand/ inactive Solis. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. X00 b. Construction Entrance& Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,ti ench drains,etc.) d. Leaching Structures (e g.infiltration basins,swales,etc.) F IIF-71 ***� FOR ENGINEERING DEPARTMENT USE ONLY��*� I_ iAdditional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — p (02- 1 Stormwater Management Control Plan is Complete. Date: W2_ 1SMCP has been approved by the Engineering Department., FORM # SWCP Check List -TOS MAY 2014 PROJECT LOCATION - CONTACT INFOtrafATION: S.C.T.M. #. 1000 ENGINEERING DEPARTMENT (Properly Owner,Design P ofesslonal,Agent,Contractor,Other) ® n�,ai=� O,QSV�/� W co l� 3!`TAME ei DevelapoSection Bock Lot N - SITE INSPECTION REPORT FORM • 1-11-1 Inspection Date. (3 341 B-Mad Addre. Teieplo Number 542 ® 6 'O��'"�a Subdivisions, Site Plans, Stormwater Improvements & Other Installations ED DESCRIPTION OF REQUIRED SITE WORK yE MNO TNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls 00 b. Limits of Clearing&Area of Proposed Land Disturbance. c. Condition of Stockpiled Soils. d. Verification of Size&Depth of Leaching Pools. 0 e. Verification of Drain Pipe Installation/Concrete Parging 0 f Driveway Installation within the Town ROW-Highway Specifications 0 g. Final Site Grading-Effect on Adjacent Property 0 h Inspection of Gutter&Leader System-Drainage Piping 0 i. Instalation of proposed Swimming Pool and discharge ring. 0O j. Inspection of Construction Entrance/Staging Area(s) 0� k Location of proposed concrete washout area(s). 0� I. OTHER-Explanation Required 0� m.OTHER-Explanation Required 00 A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows. jff�101N#: Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York.Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTSite Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department TOS Review NOTES: ENGINEERING INSPE I REPORT Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved y: - - - - - - - - - - - - - - - - - - - - - - 71 All required Site Work has been Completed by the Owner / Date: Inspection#: /N1i Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form -TOS May 2015 (P ��Ofr SQ�jjy Town Hall Annex Telephone(631)765-1802— 54375 Main Road dJ6t5 n usP.O.Box 1179 P�ilerriche � sou9 Southold,NY 11971-0959 �� I (lldt`I,�c� BUILDING DEPARTMENT `1 dG — TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: . 4C Q-eG Name: License No.: Address: 2-35 Ob-ve,(1 Ak '"O U Ny f 1772— bF- Phone No.: --75g,- q02,2 �. JOSSITE INFORMATION: (*Indicates required information) - `Address: 1 '/00 lJew , .sa I k- ' -1V 13 0 U� j *Cross Street: *Phone No.: bit — 3 b fl b I � ! Permit No.. '� 3 Of vZ( I �' y p I Tax Map District: 1000 Section: Block:ILI Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In Final *Do you need a Temp Certificate: �jNO i Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150, 200 300 350 400 Other *New Service: Re-conne Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for lnspectlon Form f 1 ''fid` � � ��t'lilt 'xc•° +'F ci `�1+�_+"t'�,i 1+ ti11:.����� 1 �'' ♦f��#�='; ��'� ✓ • ,A� { Y. t �4 ! � ,�: . •F� .5��� •fir o ti. �r;�� � t '" t au } t 40". 9-1 i 5 f 3 � �.. AwlF g ,F. t) }}F j Y t 4� a x - w � u R� ■LN All T - �+n 9 d. c S t. ,d { li W. ,r .w ti, o y✓ Jk y t+ "T Al. Its AN wik Z- -.i r _ If ; ; + i w / Al 1 WL 4611L / 4 7 A / r/(J � V 4 w. • v . . I" a Ew now 4 -JA Y Krr "lopn ® C. � r i It 4 . �µY A Mal MEN pow 1. •- •' --___.. •r _ � � y _ .n. • }."�, � Def aw :M .... r 4 a � �, ��� � i�l I►�! 111:/►l►/1 - 4 -t ,. VIC", a^�#y T4;x, All All wpwmiw WNW t. _ _ r tl Y r: r s ,..?cr:9e '�•E'J tr-,; "k 3 3 _ !r `w^iF — .� L Y'� r. x µ" 'k , .rw8: P, r t i , ,C i .}�.`.. s - : ; mo ol zz ow_ vW fY w"1 i �`'.t7►" ti;- r ,,a,-..;�,��a., - rC,,.. �.',�`�.^'��"`w.. � �R�:., F�1�i,, y �iw: .��,� + : ., � x... - ,. i 7C � R PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel:(631)765-4330 Fax:(631)765-4643 July 2, 2014 Town of Southold Building Dept. Main Road Southold NY 11971 hand delivered RE: FREED PREMISES: 12400 NEW SUFFOLK AVE., CUTCHOGUE SCTM: 1000-116-612,I jl�-G 1,2.E Dear Mike: With reference to the above, enclosed please find building permit application together with the following attachments: 1. Septic permit 2. Stormwater Management Control Plan Review stamped approved by Town Engineer dated 3/14/14 3. NYS DEC permit dated,4/3/14 4. Town Trustees Letter of Non-jurisdiction dated 2/28/14 5. Town Trustees permit for demolition dated 6/18/14 6. Health Department Stamped Survey, stamped approved 6/3/14 Very truly yours, atricia C. Moore By Betsy Perkins LA by encls. PATRICIA C. MOORE Attorpey at Law p i - T / 51020 Main Road �L Southold,New York 11971 I! SEP 214 Tel: (631) 765-4330 ` Fax: (631) 765-4643 www.mooregAys.co Di DG TO! email: pcmoore@mooreLtiys.com September 16, 2014 Michael J. Verity, Chief Building Inspector Town of Southold/Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Freed Parcel at 12400 New Suffolk Avenue, Cutchogue, New York SCTM 1000-116-06-12.1 Dear Mr. Verity: At Town Attorney Finnegan's suggestion, I am writing to confirm, in my capacity as the Freeds' attorney when they purchased the above-referenced property (the "Property") and in connection with their application for a building permit,that the splitting of SCTM 1000-116-06-12 into two tax lot numbers (12.1 and 12.2) was effectuated in connection with the closing of the Freeds' purchase of the Property and was not in any way intended to (nor did it) create two lots. There has been no subdivision,nor do the Freeds have any desire or intent to subdivide the property. The Property is one parcel with two tax map numbers (as sometimes happens in the Town,with no effect on the ability to issue a building permit). Accordingly,I am hereby resubmitting a survey of the Property that delineates Lot 12.1 (and shows 12.2 separated by a dashed line),with the stamp of the Suffolk County Department of Health denoting their approval for Lot 12.1. Given the delays to date,we would appreciate your department expediting the issuance of the building permit for Lot 12.1. Please let me know if you have any questions. ery truly yo s, a C. Moore cc: Martin Finnegan,Esq., Town Attorney Anthony Pasca, Esq.,Esseks, Hefter and Angel LLP r PATRICIA C. MOORE Attomey at Law 51020 Main Road Southold,New York 11971 i E C_ E'- Tel:(631)765-4330 Fax:(631)765-4643 SEP 2 2 2014 6f ,T September 22, 2014 Town of Southold Tax Assessor Main Road Southold NY 11971 hand delivered RE: FREED PREMISES: 12400 NEW SUFFOLK AVE., CUTCHOGUE SCTM: 1000-116-67 Dear Mike: With reference to the above, enclosed please find the affidavit of Tod Freed per your request. Very truly yours, Patricia C. Moore PCM/bp encls. C: Town Attorney Building Dept. V AFFIDAVIT OF TODD E. FREED I, Todd E. Freed, being duly sworn, deposes and says: 1. I am an attorney admitted to practice in the State of New York. 2. I am the owner,together with my wife,Edith Webster-Freed, of a parcel of real property located at 12400 New Suffolk Avenue in Cutchogue,New York(the"Property"), and I am familiar with all of the facts and circumstances set forth in this affidavit. 3. My wife and I acquired fee title to our property by deed dated January 7,2013 and recorded in the Office of the Suffolk-County Clerk on January 22,2013 at Liber 12718 page 264. 4. When we purchased our Property, it was indexed by the County as Suffolk County Tax Map No. 1000-116.00-06.00-012. 5. Sometime after the closing of our purchase of the Property,the Property was assigned two tax lot numbers, namely 1000-116.00-06.00-012.1 ("Lot 12.1") and 1000-116.00- 06.00-012.2 ("Lot 12.2"). 6. The splitting of Suffolk County Tax Map No. 1000-116-06-12 into two tax lot numbers (Lot 12.1 and Lot 12.2)was effectuated in connection with our closing of the purchase of the Property and was not in any way intended to (nor did it) create two separate lots. 7. There has been no subdivision of the Property,nor do my wife or I have any desire or intent to subdivide the Property. 8. The Property is one parcel with two tax map numbers (as sometimes happens in the Town). f ' Todd E. Freed Sworn to before me the day of September, 2014 Notary Public QAIL F.WRIGHr Notary Public,State of New Vxk . No.30-4653780 ' �ua"l dd In Nassau Courtly Certificate Filed in New York Countyy Commission Expires December 31, - 2 - ` ' 4 PATRICIA Ce MOORE a Attor-,ey at Law D EC E E 51020 Main Road Southold,New York 11971 ! SEP 1 7 2014 Tel: (631) 765-4330 77 Fax. (631) 765-4643 www.mooregilys.com s.com BLDG DEPT MAIN OF;OUTFIOLD -- -- email: pcmooregmooreattys.com September 16, 2014 Michael J. Verity, Chief Building Inspector Town of Southold/Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Freed Parcel at 12400 New Suffolk Avenue, Cutchogue, New York SCTM 1000-116-06-12.1 Dear Mr. Verity: At Town Attorney Finnegan's suggestion, I am writing to confirm, in my capacity as the Freeds' attorney when they purchased the above-referenced property (the "Property") and in connection with their application for a building permit,that the splitting of SCTM 1000-116-06-12 into two tax lot numbers (12.1 and 12.2) was effectuated in connection with the closing of the Freeds' purchase of the Property and was not in any way intended to (nor did it) create two lots. There has been no subdivision,nor do the Freeds have any desire or intent to subdivide the property. The Property is one parcel with two tax map numbers (as sometimes happens in the Town,with no effect on the ability to issue a building permit). Accordingly,I am hereby resubmitting a survey of the Property that delineates Lot 12.1 (and shows 12.2 separated by a dashed line),with the stamp of the Suffolk County Department of Health denoting their approval for Lot 12.1. Given the delays to date,we would appreciate your department expediting the issuance of the building permit for Lot 12.1. Please let me know if you have any questions. ery truly yo s, a C. Moore cc: Martin Finnegan,Esq., Town Attorney Anthony Pasca, Esq., Esseks, Hefter and Angel LLP PATRICIA C. MOORE Attorney at Law 51020 Main Road C ��] Southold,New York 11971 El� E Tel:(631)765-4330 Fax: (631)765-4643 SEP 2 2 2014 BLDG DEPT September 22, 2014 TOWN OF SOUTHOLD Town of Southold Tax Assessor Main Road Southold NY 11971 hand delivered RE: FREED PREMISES: 12400 NEW SUFFOLK AVE., CUTCHOGUE SCTM: 1000-116-61 Dear Mike: With reference to the above, enclosed please find the affidavit of Tod Freed per your request. Very truly yours, Patricia C. Moore ,PCM/bp encls. C: Town Attorney -Building Dept. ,r AFFIDAVIT OF TODD E. FREED I, Todd E. Freed,being duly sworn, deposes and says: 1. I am an attorney admitted to practice in the State of New York. 2. I am the owner,together with my wife, Edith Webster-Freed, of a parcel of real property located at 12400 New Suffolk Avenue in Cutchogue,New York(the"Property"), and I am familiar with all of the facts and circumstances set forth in this affidavit. 3. My wife and I acquired fee title to our property by deed dated January 7,2013 and recorded in the Office of the Suffolk-County Clerk on January 22, 2013 at Liber 12718 page 264. 4. When we purchased our Property, it was indexed by the County as Suffolk County Tax Map No. 1000-116.00-06.00-012. 5. Sometime after the closing of our purchase of the Property,the Property was assigned two tax lot numbers, namely 1000-116.00-06.00-012.1 ("Lot 12.1") and 1000-116.00- 06.00-012.2 ("Lot 12.2"). 6. The splitting of Suffolk County Tax Map No. 1000-116-06-12 into two tax lot numbers (Lot 12.1 and Lot 12.2)was effectuated in connection with our closing of the purchase of the Property and was not in any way intended to (nor did it) create two separate lots. 7. There has been no subdivision of the Property, nor do my wife or I have any desire or intent to subdivide the Property. 8. The Property is one parcel with two tax map numbers (as sometimes happens in the Town). t may' Todd E. Freed Sworn to before me the day of September, 2014 S& �' Notary Public i-GAIL F.WRIGHT Notary Public,State of Neter Vxk No.30-4653780 Quallfled in Nassau County Certificate Filed in New York County Commission Expiies December 31, - 2 - *®F SO!/P�®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 15, 2016 Patricia Moore, Atty. 51020 Route 25 Southold, New York 11971 RE: Freed, 12400 New Suffolk Avenue, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approv *1L4 *-Plumbers SolWr +P'Viat�e"(All �ining vplu g after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39201-Z New Dwelling EGEIVE JUN 1 - 2014 STREET ADDRESS: 12400 NEW SUFFOLK AVENUE SURVEY OF OF WASTEWATER MT. N A T CUTCHOOVE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. Abandon PUIQ w wry 1000-116-06-12.1 & 12.2 � CQnfo ment°f existin Co 'fiance With de sanitary s ASR) SCALE: 1'=30' mPleted fo] P�•rrme em m must be in S�PTFMBER 6, 2012 7n nt reguiron.0,0t Sub p� �/NG 1h as Prof n2it B WA JULY M 2013 {2013 (REVISIONS) SEPTEMBER 6. SEPTEMBER 10, 2013 LOC. VEGETATION) NOVEMBER 22, 2013 (SETBACK LINES & LOC. TREES) DECEMBER 3, 2013 (EDGE OF BEACH FLAGS) FEBRUARY 5, 2014 (PROPOSED HOUSE) FEBRUARY 11, 2014 (SEPTIC SYSTEM) APRIL 24, 2014 (REVISIONS) N MAY 6, 2014(REVISIONS) GRADING PLAN Uhurr (PUBLIC WA L (VACA TN MAY 20,2014(REVISIONS) /N a V4�j� _MAY 29,2014(REVISIONS) _. F.F. EL lf.2d' P/PEAPI°1PO4fD '`^� SrSHEETU}sj GRADE Fe 0 or PA1r,,, ) ii V7.256. fAV1SJYE0 Ojl 1 +7?' • '� IHRF �"'�Mr Gi4AQE EL d' - r_� S 0. _ _ ao1.E: 1s w" `^� - U1►u SEP 1 7 2("4 75' a3. I yew >>.�Lf j . r /•f L&CH G h I �� r I �s J I WA7ER EL 1.+' r PROPOSED SEP77C SYSTEM N.TS, a SUFFOLK, COUNTY CEPARTMENl OF HEALTH c [2] (5) POOL CLUSTERS OF 10' DIAMETER x 2' DEEP r nj 4 I "" .;EFtvtcss -��', +7 '�T ^.M I 1 RERi,iIT FGR /S,I�P3i01�PjL OF CONSTRUCTION FOR A LEACHING POOLS �` s• COv, ' SINGLE FA Rrci 1 2,000 GALLON CYLINDRICAL SEPTIC TANK r - .DKWr�cE Or�LY 10' DIAMETER WITH A 4' LIQUID DEPTH Iz ma �'� JUN 0 3 201 cc > TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF 02 ARIrIGvbe� HEALTH SERVICES SPECIFICA TIONS 1 s' ®. .. Q j .v I FOR MAX t��: 'J 1.: OF---'�=--__ Ia C®---—-- EXISTING SEPTIC SYSTEM TO REMOVED IN ACCORDANCE I �,� a ,� „� _ 1 Q' ,y �l f / j:�a_f°'If'��'.J Tf'ii1 i. }rE�l F!IS t'�f.Q,�.l DATr-: Or.- WITH A..'•�PRtJyry, SUFFOLK COUNTY DEPARTMENT OF HEALTH SPECIFICATIONS. co a $ /1 " P 'R WELL TO BE ABANDONDED,LOCATION UNKNOWN y STORMWATER MANAGEMENT CONTROL PLAN I ~ 1E'sr SITE DATA ,1 >' q a.s•°� (" TOTAL ACREAGE 1000-116-06-12.1 50,510 sq.ft. l �f / W 1000-116-06-12.2 14,748 sq.ft. (D� TOTAL ACREAGE65,258 sq.ft. PUBLIC NG 4y7N / 1 �%i I ; (0181i on r f �' 4 � Ir� pero, Required Sanitary �. AREA OF DISTURBANCEi 24,000 sq.ft. � 1 �n. 1 /1 �1 m M � � ,� � 1.e , m radia �� a, FREED DRAINAGE CALCULATIONS r/ 10 CV apartment HOUSE ROOF AREA: 4025 sq.ft. x 2" = 671 cu.ft. v how, I ' �2 '---� USEt (4) 8'0 x 4' deep = 675 cu.ft. I Ox y f '' (2) 6'0 x 5' deep = 223 cu.ft. e / o USE 4" PIPE TOTAL = 898 cu.ft. 4 / = USE 4" PIPE DRIVEWAY ,�o (DLLI AREA #1 GARAGE DOOR AREA Q �° `�,, 3 I' A P UC w TH 1805 sq.ft. x 2" = 300.8 cult. b `•• 11 ASR) USE (2) 816 x 4' deep = 337.92 cuff. 1XI .� 18" PIPE AREA #2 TURN AROUND AND PARKING n y 1s. //� 1750 sq.ft. x 2" - 291.7 �c�.(t 1` ct? r og _ USE (2) 8'0 x 4' deep = 337.92 cu.ft. per ' rG �('PE)i Q Q 18" PIPE \ I 740ftj, AREA #3 DRIVEWAY ENTRY ' PROye 1850 sq.ft. x 2" = 308 cu.ft. �l 0SED USE (2) 84 x 4' deep = 337.92 cu.ft. USE 4" PIPE FROM TRENCH DRAIN DRAINAGE STRUCTURES 1 ' " W (A) = 84 4' deep / y (8) = 6'0 x 5' `deep WC 3 i HOUSE ; M P, , TEST HOLE DATA �0 IME / J4G Loa, �� � BY McDONALD GEOSCIENCE / c` ► GvaD} / L 1s 6/11/13 TOPSOIL ALF 1 ��. EL 6.b' DARK BROWN LOAM OL : alar` DEac�+$2. 01 I� n� ---- 1' DECK ^ l — BROWN CLAYEY SAND SC Fr +d's, \ += T:_,, I 11 Sr 1 3 -- 3' 13.. v T _ PALE BROWN FINE SAND SP 2 CEDAR BAR 4- q `0 _ EL 1.4' ATE 51' CEDARQ 0��� �¢ z L uQSr WATER IN PALE BROWN FlNE SAND SP �`� ro � Qgo coo l�J( uN V"f "QV , Q 3 \ ,�CMAR 8 \ \ ^g �/` `VLOBO 2' Fr 0. CO IN, ,` 1 �� ow FLOOD ZONE FROM FLOOD INSURANCE RATE MAP STORMWATER MANAGEMENT CONTROL n"c e no MAP NUMBER 36103CO501H SEPTEMBER 25, 2009 FR PLAN ORMWM OM AR MANAGMENT CONTROL B "�Nf o�y R1t,�os 10SEPH FISCHE777 PE. ?01� ,r4s 4?0� ELEVA ONS REFERENCED TO N.A.V.D. 1988 P.O:BOX 616 / t ,J y Pec�� G cm SOUTHOLD, NY. 11971 Af� � ���Dd- ~�vti-ti 1� �'- 631-765-2954 CERTIFIED TO: ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON ?' TODD FREED OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW •A, EDITH WEBSTER FREED EXCEPT AS PER SEC77ON 7209-SUBDIWSION 2. ALL CER77RCA77ONS f ADVOCATES ABSTRACT INC ADA2455-S HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Jr •46 � 'Higy STEWART TITLE INSURANCE COMPANY---77--, WHOSE SIGNATURE APPEARS HEREON. 1474 r G( NE!V} I am familiar with the qTANDARDS FOR APPROVAL e, �� AND CONSTRUC770N OF SUBSURFACE SEWAGE ��a DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. S. LIC. NO. 49618 ;qtCONIC -YORS, P.C. 765- TOTAL AREA-10,25 80. Ff. TO TE LIQ P.0 .1 BOX 90920 FAX (631) 765-1797 or 1AN ACY@a ®=MONUMENT SOUTHOLD, N.Y 11971 STREET 12-240 STREET ADDRESS: 12400 NEW SUFFOLK AVENUE N SURVEY OF PROPERTY A T CUTCHOGUE TOWN OF SO UTHOLD PUB C WA W17H SUFFOLK COUNTY, N. Y. �R) 1000-116-06-12.1 & 12.2 �o C,NG>F TM SCALE.- 1'--30' PUe SEPTEMBER 6, 2012 WA R) JULY 2, 2013 (TOPO & B.O.H) �i SEPTEMBER SEPTEMBER 0,6, 20132013 (LOC. VEGETATION) NOVEMBER 22, 2013 (SETBACK LINES & LOC. TREES) DECEMBER 3, 2013 (EDGE OF BEACH FLAGS) +70. FEBRUARY 5, 2014 (PROPOSED HOUSE) FEBRUARY 11, 2014 (SEPTIC SYSTEM) VACAAPRIL 24, 2014 (REVISIONS) V71U71'1'QLE (PUBLIC NT)SU�` vl,�( MAY 20, 2014 (REVISIONS) TEST HOLE DATA WA�`R IN S t1�N MAY 29, 2014 (REVISIONS) BY McDONALD GEOSCIENCE `� \, ` 00, EDGE OF P rREET) ULA'' JULY 2, 2014 (ADDITIONS) 611 X13 OA I+� S76. , p R A E7VT JULY 29, 2014 (REVISIONS) EL 6.5' 1 i 2 `5820 E_Es _ +�;. JANUARY 15, 2015 (FOUNDATION LOCATION) DARK BROWN LOAM OL r ---- t' � WA1pW Mme, ` - U71UTY P0Le BROWN CLAYEY SAND SC c� PALE BROWN FlNE SAND SP 11 s. -- WA MT fL 1.4' r Lu T' EL 1.4' A - 5.1' 1 WATER IN PALE BROWN FINE SAND SP r I //,� E I JAN' 2 2 2015 I 00 12' i Q g 1 yc TO'.';i;f',F n',- in!D CV I N III 5 N 1 C�/ I 1 P U B LICW WRN) I , l 4 / / I WA rl esaf 9/ / I I OSS 1� Ir I �l II �N lb � Q I �o / I tiNWI/ I o Wol l (D a tY II / 3 o l l PUB ICI W W771 � r a / l / ATER) 200 I ~ l l I I �3' 8.0 qj 7.3' N 1 � I m ARfq OPl/l Z I I w CONCR 8 3 74 �-DIS?URBgN 0 0 I 0 ETE 27.s. I Z r+8.s' FOUN EL, 9A 770/v <1 1 � o s.3' •8 ill W I 9.9 103' 4�s• 3// I !/j FOUHORCH 18.0' 7.0 ?0,4- Q I all I OAnON 11. N 11 I ki I 31.4 12 .� J J 4 I \\ -- 2D3. Al Ptb 7• \ // O FLAC 8* / I 0 71JEE, AST L (( U s• 7.8-+ AFr 1.) +g s. +g.3. I 0� s0 ( I 0.0r 40 a' 13- / i l 2 �V�AR Io£,�. `1 D O� T D@L 3. O 12. 1 , \ g+S �A1tQ.� OAK70,���1 11 1 / STORMWATER MANAGEMENT CONTROL -vv / FROM STORMWATER MANAGMENT CONTROL vNf N \� �� \ & \�'�'�`- / 8.0 I / PLAN BY- �ND ON Di. �\ S � ��((,Lccft, / l JOSEPH RSCHET77, PE. 9)4, r s��ARO S7&, CII o w �\. w� \/ �, / FE O P.O.BOX 616 �f ak �\ 0.8• d. SOUTHOLD, NY. 11971 y 00,E&fq� 6- � � Q 631-765-2954 ?013FNT,q�A�of �t �,� ` �AnQy , 1 i �, 3 '' AHC T_� 1 i�. 'E / I lV 'RfE � -� , , � FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO501H SEPTEMBER 25, 2009 2 ' ELEVATIONS REFERENCED TO N.A.V.D. 1988 uNE+ag. Op NOW-OISn,��� CERTIFIED TO: 44ND f (Q s I \ ,s TODD FREED w ) EDITH WEBSTER FREED ,4 e n N68 ADVOCATES ABSTRACT INC #ADA2455-S ON 4 420 / STEWART TITLE INSURANCE COMPANY Hf 10 aVyR>t.�,0s A S W 13 MpV T / AC Af VNf A fto A-4 SO TOTAL AREA-65,258 SO. FT. TO TIE LINE Ic or 1.498 Acres � C. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC770N 72090E THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUB0I101SION 2. ALL CERTIFICATIONS r f HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. y y , I am familiar with the STANDARDS FOR APPROVAL � S. LIC. NO. 49618 AND CONSTRUCTION OF SUBSURFACE SEWAGE PECON/C SURVEYORS, P.C. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (631) 765-5020 FAX (631) 765-1797 and will abide by the conditions set forth therein and on the The location of wells and cesspools shown hereon are P.O. BOX 909 permit to construct. ®=MONUMENT from field observations and or from data obtained from others. 1230 TRAVELER STREET SOUTHOLD, N. Y. 12_240 11971 DRAINAGE INSPECTIONS ARE REQUIRED PLOT PLAN OF PROPOSED BUILDING COVERAGE LOT 2 OVER UPLAND AREA (80,010 sq. ft.) Contact TOS EnZineering at 765-1560 before DESCRIPTION AREA X LOT COVERAGE WEAL Backfill, OR Provide Engineer's Certification MAP OF PROPERTY OF HOUSE 2,350 sq. ft. 2.9% that the drainage has been installed to Code. JOHN .SCOTT EROSION&SEDIMENT CONTROLS FILE NO. 11699 APRIL 27, Zoos PORCH 642 sq. ft. 0.8% o SITUATE Shall include but not be limited to: PECONIC BREEZEWAY 66 sq. ft. 0.1% N� A well maintained Construction Entrance, TOWN OF SOUTHOLD �� A� N Wire Backed Silt Fencing,stabilization ESUFFOLK COUNTY, NEW YORK GARAGE 790 sq. ft. 1.0% � POOL 30o aq. ft. 0.4Y. o, L '\161j� Seeding of exposed and/or inactive soils.S.C. TAX No. 1000-75-06-3.2 TOTAL PROPOSED 4,148 sq. ft. 5.2Y. ALN N SCALE 1"=50' 1 o NOVEMBER 4, 2015 1 1,Ir, I 4 C APPI;OVAL Or STORM%A TER MAN�IGERliENT MAY 3, 2016 REVISED PROPOSED HOUSE 1 4 0 CONTROL -T n ode Ch p . 6 TOTAL AREA = 106,245 sq. ft. Ci Date' /2//6 2.439 ac. \ 1 \ \ I I ZE Appra�vi LyZ WETLAND AREA = 26,235 sq. ft. UPLAND AREA = 80,010 sq. ft. m \\ \ S \ Q���• \\ \ \ v+ NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM IS O 1 \ \ , , EXISTING ELEVATIONS ARE SHOWN THUS:-5--Q --- EXISTING CONTOUR LINES ARE SHOWN THUS: - --5----- CfJ� 0 \ 02 \ I 1 I I \\ \ ��Ae PROPOSED CONTOUR LINES ARE SHOWN THUS: 10 ' + \ \ \ I I I \ Ili+ \ \\ f, 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. o�FOGS / 1 . 1 \ \ 1 TANK; 8' dta. X 5' EFFECTIVE DEPTH (1,500 GALLONS) / 1i F O. O� 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Ai• A9•f yO�J�c� / II 1 f/ 10 I \1 \ 3 POOLS; 4' DEEP, B' dia. ��• O<(�OGO PROPOSED 501 FUTURE EXPANSION POOL NO PROPOSED 8' DIA. X 4' DEEP LEACHING POOL / 1 1 G I 2 GF m �\ \ O� X� o o PROPOSED 1,500 GALLON SEPTIC TANK I F 20A 1\ / 1(�� �I I � \ \ ILIA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �O 15;L09 / � l'F�\\I 1 'I 1 I i 9A�lo \ ,III, \ CP, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS, `�• F J'A Di�P /) 5. FLOOD ZONE INFORMATION TAKEN FROM: f (iJr I 1 I I 1 �p'� \ \ FLOOD INSURANCE RATE MAP No.3810300182 H 01 .n ` Q\ 1 Q� I I 1 \ \ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Qj A I �' ,111. \ ZONE X': AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD , , I I = \ WITH AVERAGE DEPTH OF LESS 1HAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ���a�4, I I I 1 /Q\P ,�r I I� \ \ v1` 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. 4� t I Q I 1 QJ I ( I I I \ \ ,(� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPWN. DRAINAGE SYSTEM CALCULATIONS: O DRIVEWAY AREA: 4.050 sq.ft. I- :J)+ 1 \ I ' .. I I/ y0 / / / 5� 4,050 sq, ft. X 0.17 = 689 cu.ft. y / 'I Y a,,. ,.�. , 1 / / 5z 689 cu. ft./42.2 = 16 vertical ft. of 8' dia. leaching pool required �ir'�c3e / i / f. •. �. I + " / / I ,111. 5�3 PROVIDE(4)8'dia.X 4' high STORM DRAIN POOLS _ / 1 dr GARAGEI& BREEZEWAY ROOF AREA: 855 sq.ft. LA 111F .•c� ' j4.yah P .:::. I I I / 1 BSfi sq, ft.%0.17 = 146 cu. ft. Q�J'_ 146 cu. ft. 42.2 = 4 vertical H. of 8' dia. leachin I required / I �' .... I / 9 pool 125 a RF NG I / 1+11, \ ` PROVIDE(1)B'dia,X 4' high STORM DRAIN POOL \ 1 7 H I 1 4 HOUSE ROOF AREA: sq (t. 2,992 eq.H.X 0.17.17- 509 cu.1}. 509 cu. ft./42.2 = 12 vertical ft.of S'dia. leaching pool required PROVIDE(3)B' dla. X 4' high STORM DRAIN POOLS S ,Lg. ,111 \ \\ I 50' MIN. OR TO BE SUFFICIENT To o 14 O�00'O \ \ ( \ KEEP SEDIMENT ON SITE j• N O \F9'G,Os \ \ I �S. I HAY BALES AND/OR SILT FENCING O O S \ \ \ JIT. O. \ I Act d:. :::::1`•�:.;:.S�o':::::: I 1 \ \�\\pC> O c� \ 1 1 ta� \ O lilt, , p ---------------------------- % IY I e N SILT FENNCINAND/OR G� \ ,payc� °9yM :. ' F �� \ PLAN VIEW \ \ \\ 9 r q� /�• ROAD DLISHNG GRADE ✓ a \ \ \ \ \\ /' O. 6 yo •' `��aY 4' GJ{p v V �IC.� HAY B4ES ANO/OR SILT FENCING ��D�s 1 fib R- \I CONSACTEDO/ CE BASE OF COMPACTED 3 4 STONE BLEND yD� pat OR N.Y.S. O.O.T.APPROVED STING R ::;:,.., .:.::::::::::::✓✓ / �� ^���II , I �(cr v�{3, `_ I FILL TO 18'NTN.ABOVE EXISTING 1/;,/( o{�( 1(/•J4 +!�/ `w GRADE TO ALLOW FOR DRAINAGE � � CROSS SECTION V�R� \ TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) 06�. 56 Nrl, \ S TYPICAL STORMWATER UNIT \\ (TOPS TO BE TRAFFIC BEARING) GE OVER (NOT TO SCALE) ME &COVER \ f�' RAT - �d� TRENCH DRAIN FINISHED GRADE OR 6, RTHICK REINFORCED CONC. COVERCKHART 63518 TYPE 6840) Os I, 8"TRAFFIC BEARING SLAB �O'Oe3s (maw.) -PIPE FROM ROOF GUTTERS PZ N101F o;o ALFRED N. DtiNUNZIO jr, CRUSHED 3/4•- 1-1/2'STONE z & BARBARA H, Diffl IO ALL AROUND a LEACHING RINGS REINFORCED PRECAST CONC. 3'-0' 4000 PSI O 28 DAYS 3'-0' 4" o c • E STORMWATER MANAGEMENT NOTES: GROUND WATER 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. EXTRA STRENGTH FILTER FABRIC POST (TYP•) 36" HIGH POLE (Max.) 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REO'D. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. O.C. SPACING U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/WIRE SUPPORT FENCE IoW AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. s' MAX. O.C. SPACING THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/0 WIRE SUPPORT FENCE :'•, � OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL Tr.::'' ' DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 'M ' '%::... nov TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THEsr SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ATTACH FILTER FABRIC SECURELY .: �•' TO UPSTREAM SIDE OF POST A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL \\! 4' X W/ CO TRENCH \ ".?x3 \ \ \ 'y COTRENCH BE END TOBASE OF THE SCREENKED AT THE BASE NOF THEHREQUIRED SILT SCREEN.REQUIRED HEI BALES �\\��\\��\�� �r�`� �A / SILT FENCE DETAILS \ / BACKFILL SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NDT TO SCALE NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TRENCH DETAIL AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES NOTES: SILT FENCE SHALL BE PLACED PARALLEL SLOPE CONTOURS TO (NOT TO SCALE) MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEDIMENT SHALL BE DEPOSITED To AN AREA THAT WILL NOT ALLOW 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OFF-SITE TRANSPORT. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES TO BE USED WHERE TOPSOIL IS NECESSARY FOR . 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ON THE PROPOSED RESIDENCE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION of SOIL STOCKPILING, EACH 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF STABILIZE ENTIRE PILE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WITH VEGETATION OR COVER V .I. Y 14, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO J, y, TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION .L .t .L, 1�1 y y 14, AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA .1 .V \V .V •, .L, .l• 11, \i• VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER PREPARED IN ACCORDANCE WITH THE MINIMUM THAN 1 SQUARE FOOT IN SIZE. IP \Y tel, L 111, 141, L \L J, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR BY THE L.I.A.L.S. AND APPROVED AND ADOPTED SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF .I, .y \y .y .v \y FOR SUCH USE BY THE NEWAYORK.STATE LAND OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO TITLE ASSOCIATION. Arc THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, \!, \l, \Y 1V 11,OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR1� w "�j1, 1 O CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. e1, C0 w, STRAW BALES OR SILT FENCE t i SOIL STOCKPILE l6 {TSA i, (NOT TO SCALE) It PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) HOUSE TOP BURIED ra < F.FL 14,0' 4'DEEP mos, FINISHED GRADE0,7 x' PRECAST REINFORCREINFORCEDTE CONCRECOVER 24'd 72.0 FINISH GRADE ;a.LOCKING,WATERTIGHT&INSECT PROOF 01 11.3• EA BURIED 'DEEP min.2' DEEP mos. CAST IRON COVER TO GRADE ���\ N.Y.S. Lic. No. 50467 MIN.4'di.. APPROVED PIPE 20'min 0"min. MIN.4'dia. 'A TOP EL 10.3• - FURTHEST LEACHING POOL PTC 1/4'/1'1 4' 1' TOP ELEV.t1.n' PITCHAPPED 1/8'/11' ,4 OF A 3 POOL SYSTEM INV,EL �� IN 4'dio. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin 10.5' INVERT Vie; m CROSSOVER 3'CLEAN INVERT SAND TO THIS SURVEY IS A VIOLATION OF ELEV.10.0, - PIPE ., : TEST HOLE DATA �� HT�1v ELEV.B.S: ,. COLLAR FLOW • (AS SHOWN ON FILED MAP) EDUCATION2LAWOF THE NEW YORK STATE ELLY. 8.0p• Land Surveyor' DARK BROWN SANDY LOAM OL COPIES OF THIS SURVEY MAP NOT BEARING 1 THE LAND SURVEYOR'S INKED SEAL OR BoiroM ? GROUND WATER BROWN SILTY SAND SM EMBOSSED SEAL SHALL NOT BE CONSIDERED Ems' 2.5' TO BE A VALID TRUE COPY. SEPTIC TANK (1) PALE BROWN FINECERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 1.MINIMUM SEPTIC TANK CAPACITY IS 1,500 GALLONS. LEACHING POOLS TO MEDIUM SAND SP(3) ELEV. 2.6 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. I TANK;8'DIA,5'EFFECTIVE DEPTH 1,MINIMUM LEACHING SYSTEM IS 300 sq ft SIDEWALL MTI. 54 IS PREPARED, AND ON HIS BEHALF TO THE 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3 POOLS:4'DEEP.8'dia. JWPALE ATER IN TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 3.WALL THICKNESS SHALL BE A MINIMUM OF 3".A TOP THICKNESS OF D'AND A BOTTOM THICKNESS OF 4'. 2.LEACHING POOLS ME TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) BROWN FINE ALL WALLS,BOROM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPUED FORCE OF 300 W. LENDING INSTITUTION LISTED HEREON, AND 4.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES.BE SOUD DOMES AND/OR SUBS, O MEDIUM SAND SP 5.THE SEP IC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF*1/4") 3.ALL COVERS SHALL BE ET PRECAST REINFORCED CONCRETE(OR EQUAL). TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-ZO9O Fax (631)727-1727 ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. / 4.A 10'min.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 6, A 10'min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 9.AN 9'min.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTI5.AN S' in.DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE C TANK SHALL BE MAINTAINED. 12 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 STREET ADDRESS: 12400 NEW SUFFOLK AVENUE SCDHS # R10-14-0019 SURVEY OF PROPERTY AT CUTCHOGUE TO WN OF SOUTHOLD SU.FOLD C 0 U NIFY 0 7--�-'AE7ZT,-'v;7-'y'T OF HEALTH'KRIVIZES PIJSL;C WA K1771 SUFFOLK COUNTY TER) N. Y. 1000-116-06-12.1 & 12.2 (D KrL,IN SCALE. 1 a I co, ' Ii 13 M"'S PtIeZ/8 10 WN lb- 121 -CO WA 7Z7R) SEP TEMBER 6, 2012 JULY 2. 2013 (TOPO & B.O.H) Inspected andix SEPTEMBER 6, 2013 (REVISIONS) C Yacca 4a lie SEPTEMBER 10, 2013 (LOC. VEGETATION) 05-31- 016 NOVEMBER 22, 2013 (SETBACK LINES & LOC. TREES) DECEMBER 3, 2013 (EDGE OF BEACH FLAGS) 0/il k-1v"7---!I,;,-J.H i I b,;-.rt, FEBRUARY 5. 2014 (PROPOSED HOUSE) 171C SYSTEM) FEBRUARY 11, 2014 (SEP 0 SVA APRIL 24, 2014 (REVISIONS) li,ca of V�z:szp-watar Niancgemerit U7714-Y P (Pu - SkIc VZA MAY 20, 2014 (REVISIONS) S76 58 20"iE W,47�p IN ST?�ECT -4 MAY 29, 2014 (REVISIONS) -r-b OF'P MAY JULY 2, 2014 (ADDITIONS) OA )'Vfiw. AVEk JULY 29, 2014 (REVISIONS) ' 1 -3.0- - T JANUARY 15, 2015 (FOUNDATION LOCATION) zlov.' e MAY 13, 2016 (FINAL) co6 VH W�' U - 77UTY P MAY 31, 2016 (REVISIONS) SPVT RAI( FrjVCr -33.00, TEST HOLE DATA IFE BY McDONALD GEOSCIENCE 6/11/13 Ax/k! EL 6.5' DARK BROWN LOAM OL BROWN CLAYEY SAND SC / / I 3' R PALE BROWN FINE SAND SP 3 U a` rq EL 1.4' 5.1' WATER IN PALE BROWN FINE SAND SP co tlN- o c� / / / k / / CjAg 4 AREA PUSZ/C WA 41 1 0' 14? LP -Z�x U/Al. fto DW; 1.6 W SPIJT RAIL LP2 LP 0 T 1 11 0; LP Cj c �cad J LP X 16- ?-j Z ' CIV O'ge !VA" ')W" rlzl D 01. JUN 4 2016 Sr ;C, DW/ BUILDING DEPT. o MIN. DW; J)w TOWN OF SOUTHOLDI NG WI a & "USL/C WA N DW; & 20,3 L4j 0' CVJO A? C CRUSHED % • I 4. ONCR 7Z7 k iv E LA. ri 3- DRI VE.WA Y 2 S 1-0) Y FR 6.5 A/'XI 0FIAA4,CL) GARAGE HOUSE DW, Z . . 9.6, N.FJR. EL SEPTIC SYSTEM LOCATION !f2.6- C HRE L4j- VER,c-D A � . ll lIlIII I (2) ,2S co B 70, PROP. 0 ON'-L 16.11 0 0 C A DW; 0 .21 ST 33.6' 36.6' OFIAG /�� �P / I a LP1 43.0' 52.6' T0-0"7S-EMAZR`;P,0 Dw'- LU LP2 49.6' 48.6' FE 0. SEPTIC SYSTEM Z ->OAfe / I 1 xI [1] 2000 GALLON PRECAST CYLINDRICAL SEPTIC TANK. to 14.1y.* Qk- y / o� [10] 10'0x2 FT. HIGH PRECAST CONCRETE LEACHING POOLS IAVO-&, o WITH 3' SAND COLLAR (SM) 2' ABOVE GROUND WATER 0'V FU)54")t'Cb WApec U k,Ge 0 Fr. 0 ; &V F Q81 f" 'S'V2'-1C& FA Q- 40,v 9 64.1 - )� 0 AREA Or co sz Ilk FLOOD ZONE FROM FLOOD INSURANCE RATE MAP 101-cl )� qd,-,- 1� . MAP NUMBER 36103CO501H SEPTEMBER 25, 2009 016 t-11 1 vNF \��_ / ELEVATIONS REFERENCED TO N.A.V.D. 1988 IJIV Ile% E OF'VON-01S71'PSANCp V CERTIFIED TO: IZONE qF TODD FREED �N,SDEDITH WEBSTER FREED cdN�"qIZ.,� 6) 8), °F & . , ADVOCATES ABSTRACT INC #ADA2455-S -&0' ON �k STEWART TITLE INSURANCE COMPANY 10 111? zoij8S n f / Nf 04zV'W.t"" WIC TOTAL AREA-65,258 80. FT. TO TIE UNE 54 1SO46 OF N-C""IF, or 1.498 Acres i4i� - 011-... AE ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA710N OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2 ALL CER77FICA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. I am familiar with the STANDARDS FOR APPROVAL t LIC. NO. 49618 AND CONSTRUCTION OF SUBSURFACE SEWAGEVE P.C. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (631) 765-5020 FAX (631) 765-1797 and will abide by the conditions set forth therein and on theThe location of wells and cesspools shown hereon are P.0. BOX 909 — permit to construct. m =MONUMENT from field observations and or from data obtained from others. 12JO IRA AVE STREET SOUTHOLD, N. Y 11971 12-240 7` Oma' s� Z m A 6' AREA OF D STURBANCE N 13002'50" E SILT FENCE � AREA OF 427.663' LTJ p - - - - - - - - - - - - - - - - - - - - - -- - - - - - - --_� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b _- - -_ — _— _- - --_ — _— _- - -_ — _— �� DISTURBANCE I- 1 . . , ' LU - - - - - - - - ( / •. L — — — — — — — — — — — — 1. — —A4 — I B SILT FENCE ' I �- .•..._- ;• t: _�: ------ A \ 1 ---1_ .._._1 A r .... ........'`A :A `+' oO w Z W I 0 I W U B \ PERVIOUS I '� > L Z w I DRIVEWAY i l — I cn I W W a 1 I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < A 0 A PT ' I �:� L CONSTR JCTIONJ Q a LP EP ( Z W O �- LP ::. �::' '\� .. ... EP I AREA O F ENT NCE Q AREA OF I PROPOSED LP �— DISTURBANCE I HOUSE LP G BEAT DISTURBANCE I FF.11.3' I r - - - - - - - n `` EP I I t I W O GARAGE I :......�... _ LR I FF.925' I I W v, PECONIC ! ' -A S� I w o 0 BAY I I 3 N LP LL Q I I TOP `�j' 4 \ 1 I L - - - - - - - -r. . '' .I.•... ' - o lit SOIL A• LP I LP LP EP I I O I I; :_� Ln 1'., '., I _ ' r Lri Ld N 13001'40" E L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, J N 13001'40" E L1J Ld O 0 AREA OF DISTURBANCE O Cr �M SILT FENCE , 0 L0 0 00(M ° y \10\(Y) Z I V) LJ 449.310 S 13001'40" W SITE PLAN MEETS AND BOUNDS BY: JOHN METZGER,PECONIC LAND SURVEYORS - -- -- ------------ - SCALE: 1" = 20'-0' STORMWATER MAMAGMENT CONTROL PLAN EL = 6.5' 01 SITE PLAN DATA W GRADE w DARK BROWN LOAM ANGLE FIRST STAKE TOWARD _- i / T . iMINr_L__- _ - r- _. MAx 2' CONCRETE Property Owner: Todd Freed & Edith Webster Freed 7 OL PREVIOUS LAID BALE. M r 1 s� COVER ''I Z 1 ` i % ao 1., a."ea."e.."e;.'ea.'ea.mea."e• Z 11 ej �e�p e ;`� Z Property Address: 12400 New Suffolk Road, Southold d. i o �:a : mm®®o0o w �� SCTM# 1000-116-06-02 Z B ROW N C LAYEY SAN D -- y _® 1 �� I mm0000O •J Sc Q) RE-BARS:STEEL PICKETS OR _ ® i J O M mm®®00 !I'I' 50'-O" MIN. Total Acreage: Parcel #1 50 510 SF z (� 2"X2"STAKES,1-1R'-2' IN GROUND. _�_ / - mm®®00 <�' DRAINAGE PIPE (TYP.) p ' BUT SUFFICIENTTO KEEP Parcel #2 14748 SF ` W Q N Q l ' mm®im00 :` °1-1 SEDIMENTON SITE ' X J 3' DRIVE STAKES FLUSH WITH TOP 1 �, - BOUND HAY BALES N ( _ AS NOTED °z° Ii�; 1 Total l #2 , = 65,258 SF PLACED ON COUNTOUR acreage O O PALE BROWN FINE SAND OF HAY BALES. ,� Q 03 SID ii � I t mm®® , PRECAST CONCRETE } M S.1' EL - ti �- i i 1L ; mm®® LEACHING RING z W = WATER IN PALE FLOWS Y 1 -� ' Q ',_ mm0 AS NOTED I Area of Disturbance: 24,000 SF •� O F— .-. BROWN FINE SAND SP 'oatv:l. ; CLEAN SAND£r 1 Q ^ M 12' FLOWS -- i — 4 VERTICLE Z - '�:;e;k..��`eq��o j�T GRAVEL FILL O oc LI. O / SLOPE - FACE t�`_ ______________ " ..,"_� w A p < Freed drainage calculations U) � (GROUND WATER) - W F w -- _ _ _ 2.o" AS NOTED -o" O o - - - - - ° ° House: O TEST BORING ==_—__- i MIN. MIN. 1 � LL u' n _ •� I `� o o W Roof area: 4025 SF x 2 - 671 CF IllI ]_L w ��� U Use: (3) 8 foot dia. 4 foot deep = 506 cf McDONALD GEOSCIENCE ANCHORING DETAIL BEDDING DETAIL LEACHING POOL TYPICAL SECTION 3 (4) 6 foot dia. 5 foot deep = 566 cf - 06/11/2013 N.T.S. 1 Total = 1072 cf O Use 4 inch Pipe 0 STRAW BALE DIKE DETAILS l ill CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED NTS. LL I 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA FI LL TO A F 18" (min)ABOVE EXISTING GRADE FOR DRAINAGE. Driveway: `"g`�``' S 24" DIAMETER CAST IRON PRECAST CONCRETE o f 1 d I r CHIMNEY 18'-0" MAX.OC GRADE INLET GRATE £r FRAME HEIGHT OF _ _ FIL R FABRIC 111_ :nniN.t'! :_ T- .. Z I - Area #1 Garage door area n-wx r ., ;; J 16• CAST IRON INLET �o rMMM3 a."ea.yea.mea."Ia.'e a a, ;i'; = .i, - MIN - Q T < a o *a C��RAD �+ T "r FRAME&SOLID �� �° Q_ PLAN VIEW 1805 sf x 2" 300.8 cf - COVER GRADE Use: 2 8 ft dia. 4 foot dee 337.92 cf ,� ;' GRADE i o 8e IID000 +':�� ®00 �.. 18" pipe DRAWN BY: JF/MH 1 ----- f', ; DRAINAGE PIPE (TYP.) 'O ,>� �O - --- - ".p _ AS NOTED BRICK MAY BE USED► REINFORCED,4000 PSI ; - ; Area #2 Turn around and parking .6 2/26/2014 1E PERSPECTIVE VIEW TO ADJUST CURB INLET ...................... TRAFFIC BEARING p ; mm®®0 175U Sf X 2" - 29L7 Cf CAST IRON GRATE& 3g CONCRETE SLAB mm®® t ' PRECAST CONCRETE CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ^ FRAME TO SURFACE o _� mm®® LEACHING RING Use: (2) 8 ft dia. 4 foot deep = 337.92cf ELEVATION AMAXIMUM 48" Z ' AS NOTED 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA FILL TO �� 36"MINIMUM 2X2 REINFORCED,4000 PSI mmE-3 ,--r HAY BAIL AND/OR ' 18" (min)ABOVE EXISTING GRADE FOR DRAINAGE. 18 pipe SCALE: NTS WOVEN WIRE FENCE FENCE POSE OF 12 INCHES PRECAST CONCRETE 4. i__f o=, mm0 t I SILT FENCING , p P (6X6-10/10 WWF) 7 10- 6,. CATCH BASIN CLEAN SAND& FILTER CLOTH 20" STANDARD STEPS""' TEPS Z "•;;::�.' °�,: GRAVEL FILL Area #3 Driveway entry SLOP MIN. t° :;. o;' ROAD EXISTING GRADE G C16"OC (TYP.) - _----------- ---- ' - EMBED FILTER CLOTH SDE lGRouNDwA ER1 Li - 16 1850 sf x 2" 308 cf SHEET NO: MIN.6"INTO GROUND 4, MIN. �6" � = � CROSS SECTION Use (2) 8 foot dia. 4 foot deep - 337.92cf AS NOTED Use 4 inch pipe from trench drain NOTE .. MAXIMUM DRAINAGE AREA Lim, IN.6"WASHED MIN. MIN. 1/2 ACRE/100 LINEAR FEET STONE BEDDING TEMPORARY CONSTRUCTION ENTRANCE SECT'oN DETAIL LEACHING POOL TYPICAL SECTION- MANHOLE DETAIL N.T.S. DRAINAGE STRUCTURES SILT FENCE DETAILS NTS. (A)= 8 foot diameter 2 foot deep N.T.S. (B)= 6 foot diameter 5 foot deep N.T.S. (C) = 8 foot diameter 4 foot deep FoundationI i Notes i F , { I.SEE DRAWING AI.Os FOR CONCRETE AND REINFORCING SPECIFICATIONS. • BB CC 2 2.SEE DRAWING Al2e FOR FOOTING SCHI�6JLE,SLAB 5alEM.E AND BEAM POGKEf :\: A4.1 SPECIFICATIONS. I 80-4V2 S.DATUM]ELEVATION HAS BEEN ESTABLISHED AT O'-0" AT TOP OF FIRST FLOOR FIN15F�ED 2-2/4 -10/e FLOOR ALL ELEVATIONS ARE MEASURED FROM THIS POINT. -I 4. SEE STANDARD DETAIL I/6N-2 AND SPECIFICATIONS ON DRAWING GN-I FOR BALANCE OF \ Al.ls NOTES• Ji 10 -0'-10 I/2" 5. PROVIDE SLEEVES FOR 6A5,WATER d ELECTRIC SERVICE.CONTRACTOR SHALL DETERMINE T.0.51ab ;.,.... .;,.` Al.ls EXACT LOCATIONS FOR ALL AND QUANTITY. 4k[[ 39-�,o f T.O.WALL AI.ls - I V. =ry IA IO I 2'-10 5/4 I m to BEAM POCKET SCHEDULE I Aids -51-18 I TAJNALL 10 I Alis ■ GIAMBERTONE Al.ls � elm. TA WALL _23 T.OPTG I I Sim. f�ROM O'-0" -2-� r o I°" b" _2'_8' & ASSOCIATES E =� _ — — — I UNEXGAYA�TED �— _ _ slm. 10 p MM Io' 6" -2'-11 I/40 _ Al.ls — I I _ C 10" b' -2'-113/8" TO WALL t— TOJ'VAl'L `fl I 10' b" -2'-6" *ARCHITECTS -I' 1/2" �2 �- - 2-10 5/4 s� A1.15 i -O' q" I I I I 0 PK.� IO" b" I T.O FT6 m T.0.51ab _ 0 gGI 10■ b' -2'-b' -�" - T.OJ"lALL o" ' -2'-6" Seven Main Street, Suite A I TA ' 1-0'-41/2 42; a— -2-3" TA1f Cold Spring Harbor, NY 11724 - I > T.0.510b I o P:631.367.0050 F:631,367.6636 ,I,_2„ , all- 1 I Dq Al.ls -411 Giam ertoneArchitects.com L6 I I Q' TA Shelf Exclusive Architects for 15'-23 P1CTG TAJNALL T.OJNAI.L I I /4 -0--� -0-4 I/2 Kean Development Co. Al.ls STRAIGHT WALL IA 11 I TA.FT6 - Al.ls I A1.19 I SEAM POCKET DETAIL '1-O O I I TA►MALL I s I-b I/2 I C_...a.�.er ��i...i..a I I I I w > L TA WALL �-' = Private �v °'�_ L'll� A4.1 I = = A4.! 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(AVGA)FOR THIS PROJECT,ARF.INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS I OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL CONTNIONLAW,STATUTORY AND OTHER ' " 51-011 ' " ' ° ' " -71-011 ' ° 2'-51 " 3'-O " 3'-O ° 2'-5T " u RESERVED RIGHTS THAT THESL ,JCUME?.`.'o oHAId. NOT BE USED BY THE b-b 10-0 10-0 Ib-b 4-b /8 y8 y8 /s 4-b OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJEC"', OR FOR TE,i, CO\!^LETION OF THIS PROJECT FOR OTHERS. Plotted: Friday,November 07,2014-9:14am By: ernesto ( File: L•\AVGA Current Jobs\Freed 13-002\Working Drawings\Fl-l.dwg __._._...w.______..._.__...__..__.._......_...._...._......._....__..__..._..._.._..._.._.._.__.__ __. .-...., • Foundation Plan Foundation SCALE:1/4" ` 1'-0" i Plan a e 1/4' =1 -011 drawn: es.s. � I , 4° 2" STONE OR TILE FLOORING V2" MUD BASE ° 3/4" PLYWOOD ° - 5/16" x V'2" PL W/ 1/4" MIN WRAP TO OF J015T - _ ° =1 CONT. ONE SIDED FILLET3/4" CHAMFER EACH FACE _ 21-011 W/ BLDG PAPER '"'" WELD TD TS COLUMN SEAL EXTERIOR CHAMFERS 6' LAP 6" WATER STOP I A525 BOLTS /�\ #4 ® 12" O/C. NOTE: BEAR BEAM ON TOP OF COLUMN n �� EACH WAY I I — WHERE INDICATED ON PLAN / SEI J0 15T PLAN #10 WOOD 5CRE4 X V2" LG ® 6" 0/6 N L R BEAM SIZE 2X4 KEY YqF j • 5 SEE PLAN 2 6 21K WS-WTO R = ALLOWABLE BEAM 3 a 31K WI2-WI4 REACTION. BEAR BEAM � SEE WALL SECTION ANDREW V 4 12 42K WI6 ON TOP OF COLUMN WHERE (PROVIDE AT 40' O/G MAX OF STRAIGHT WALL RUN /\ /\� FOR BARS IN FOOTING V. NO REACTION SHOWN AND OR AT BREAKS IN WALL POUR OR A5 NOTED ON PLAN) 3' CLR. GIAMBERTONE 3/4"t NON SHRINK GROUT 5 15 55K 418 BEAM LINE EXTENDS OVER 6" DEEP X 10" WIDE BEAM b 18 65K 421-424 COLUMN ON PLAN. POCKET BEAM 1 , GROUT SOLID & ASSOCIATES AFTER BEAM IS INSTALLED ®ARCHITECTS TYP I GAL BEAM POCKET DETAIL 12 BEAM TO COLUMN DETAIL 13 FOUNDATION WALL JOINT DETAILS 14 TYP I GAL STEP FOOTING DETAIL 15 DETAIL ® MUD BA5E I h 5EGT1 ON MA50NRY F I REPLACE I7 3/4"=I'-O" AI.Is 3/4"=I'-O" AI.Is 3/4"=I'-O" AI.Is 5/4"=1'-O" AI.Is Seven Main Street, Suite A Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 GiambertoneArchitects.com Exclusive Architects for 0 Kean Development Co. Private 5HEATHING CONTINUOUS ' TO DOUBLE SILL PLATE. 2-2X6 ACG PLATE SECURE W/2 ROWS SD W/ �/e"0 ANCHOR Residence NAILS ® 4" O/C0/ BOLTS ® 2'-8" O/G - - - - T.O.FIRST FLOOR FINISH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- ---- ---------- - ------- - @ DATUM EL.O'-0" SHEATHING CONTINUOUS #4 BAR (TYPICAL) 2-2X6 AC PLATE 6" 5TEWALL BEYOND #4 ® IS" 0/0 TO DOUBLE SILL PLATE. 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BAR b —_ — _ THP, COPYRIGBr' DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMEM PREPARED BY ANDREW V.GIAMBERTONEAMASSOMTES,ARCHTTECI'S,P.C. 11 1 1 11 I 1 #4 ® 12" 0/0 I ( (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA, THESE DOCUMENTS #4 DOWEL ® 12" 0/0 =11111— VERTICAL # " T5 COLUMN, 5 E PLAN ARE SERVICES FOR T BE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS #4 ® q" O/C 4 ® � O/G, OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DO NOT BACKFILL EACHKAY #4 BAR WF, SEE PLAN I I DOCUMENTS AND SHALL RETAIN AMCOMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE BASEMENT WALLS UNTIL EXISTING FILL ® IS" O/G PREMOLDED JOINT FILLER I I OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS THE FIRST FLOOR #4 CONT. BAR #4 ® 15" 0/0 I I n PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 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X OAlis Ar REINF SLAB BEL FJ-10 %Q I m - N � Is/4"XIIYe" LVL FLUSH + i I ,� 35" X 14" ML FLU5H XO FJ-10 I FJ-26 ' 11'4" LSL RIM J015T m P05T I PniN OVER OPENINGX UP I L——— /� DROPPED FLOOR I-2X6 SILL PLATE AT FJ-10 [-1 FJ-10 [-1J¢"] FJ-11 [-1J¢"] 1� 1 I-2X6 SILL PLATE AT DROPPED FLOOR I � 35" X 14" ML FLUSH r——— —————— ————— ——— � I4 SINGLE 2X PLATE ON BEAM X I LX ———__ x FJ-10 2 X r------- ----- --� i m m �� s I in \ / / 2 I 35" X 14" ML FLUSH __ J — X I I I- 5"X14"ML 01 / b' REINFORCED SLAB I"I OVER EXI5TIN6 FILL FORGED SLAB I --1] r- ----- 3 \�-- / / I FJ-11 Al.ls I---- - --- - / I b I L--- -- -- I Al.le � 1 .s 1 �---- I IL--- ------� I i L----------- I 1 b'REINFORCED SLAB I I I ———- OVER EXI5TIN6 FILL I I ( I AIlls I I I I I I I I I I I I I I I I I I I I /�--- 1I I I I I L----- / I I I I I I �� �———— ——/ / — —————- Prepared by: Kelly Engineering Al.ls I I I I I I 8 AI.1s ____ __ 4 Ocean Ridge Blvd N ., Palm Coast FL 32137 I I I A.IS 386-283-4685 _ --- o�Ns FIRST FLOOR FRAMIN& PLAN I I I _ I I I I I ( SCALE: 1/4„ 1'-0” SHOWN OVER BASEMENT PLATY q I I I I i 1 y Au Alis I I 1 A1.Is I I NOTES: J015T 5GHEDULE: I I i I TOP OF 15T FLOOR J015T5 AT EL. -O'-I1?" UNLESS NOTED OTHERWISE MARK J015T 51ZE „ „ " F,o,.r e r�nit- 00 I I BPI DENOTES b XIO BEAM POCKET,SEE 12/Al.ls FJ-10 14 BGI-500os FLOOR J015T® Ib O/G I I I NOT SCALE THIS DRAWIN6,SEE ARCHITECTURAL DRAWINGS FOR ALL FJ-II 14" 6G140s FLOOR JOIST® Ib' 0/G © 2013 AVGA DIMENSION, ELEVATION5,AND APPLICABLE DETAILS FJ-12 14 BCI-clOs FLOOR JOIST ® Ib O/G I I i I SEE DRAWING AI.Os FOR 5TRAPPIN5 + FRAMING NOTES AND AI.Is FOR DETAILS FJ-13 14" BCI-aos FLOOR J015T® 12" O/G THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS L———l I ( I TOP OF STEEL BEAM5 AT EL. -1'-5",UNLE55 NOTED. [t ] FROM THAT EL. ON PLAN FJ-26 2X6 KD FLOOR JOIST ® I b" O/G (AT FUTURE ELEVATOR) (AVGA)O B�OJT,, INSTRUMENTS TROFASAVG ATARCHITECTS,THESEP.C. ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS L__—__ __J L PB BEAMS TO BE FLUSHED FRAMED UNLE55 NOTED DROPPED AS A HEADER p05T 5GHEDULE: OTIIETTISE PROVIDED, AVGA SHALL BE DEEDED THE AMOR OF THESE ————— DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER PB BEAMS WE MAY BE CONSTRUCTED AS POR BEAMS OR MULTI PLY 1 3/4" WIDE MLS RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE HATCHED AREAS HAVE BEEN DESIGNED FOR TILE,STONE,OR MARBLE FLOORING WITH MARK POST 51ZE OWNER, OR OTHERS, ON OTHER PROJECT'S FOR ADDITIONS TO THIS L- —� A MUD BASE. DO NOT INSTALL MARBLE OR STONE ON FRAMING NOT SPECIFICALLY PRoJEcr, OR FOR Tl>B COMPLETION of This PROJECT FOR OTHERS. — ———— —————————————— b P-I T54X4Xi/4 STEEL TUBE COLUMN DE516NED TO SUPPORT IT. P-2 TS4X4X3/5 STEEL TUBE COLUMN By APPLY IX2 BRIDGING TO UNDERSIDE OF JOISTS, 0 4'o/G WHERE 5HEETROGK 15 Ra 's 51M NOT PROVIDED AT THE BOTTOM OF JOIST. CONTRACTOR TO COORDINATE JOIST LOCATIONS WITH PLUMBING FIXTURES. PLUMBING FIXTURES W/DRAINS ABOVE ARE 5HOWN ON PLAN. LOCATE JOISTS TO ALLOW FOR DRAIN INSTALLATION. ANY SINGLE J015T MAY BE MOVED UP TO 4 FROM SPACING INDICATED ON SCHEDULE TO ACCOMMONDATE PLUMBING. <,• '..is% First Floor FOOTING 50HEDULE: 0z5000P5F,5EE SECTION 6/AI.I5 FOR TYPICAL DETAIL MARK FOOTING 51ZE ("W"X"L'X"T") REINF BARS(I`.W) GAPAGITY(KIP5) FramingPan F-3 3'0" X 3'O" X 14" 545 24 F-4 41O" X 41o" X Ib" 4-#5 44 H., = F-5 510' X 5'O" X 18" 1/4" 11-011 5-#5 #"f �%,%,�;� y , ,. ..,,:,, RJK Al ,, 2s NOTES: I.DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL ALWAYS 1 �' 2 TAKE PRECEDENCE.ALL DIMENSIONS TO FACE OF SND. A4.1 2.DATUM ELEVATION HAS BEEN ESTABLISHED TO BE 0'1 o TOP OF FIRST \\ FLOOR FINISH FLOOR ALL ELEVATIONS ARE TAKEN FROM THIS POINT.THESE 6 NUMBERS BEAR NO RELATION TO ACTUAL U5.C.6.6D. "/\,• BB CC A5,3 3. ALL FINISH FLOOR MATERIALS TO BE FLUSH OR PROVIDE GRADUAL TRANSITION BETY�N FINISH MATERIALS OF VARYING HE16HTS. 601-oil \ , 4.ALL INTERIOR PARTITIONS AND FLOORS TO RECEIVE SOUND ATTENUATION 1't'-1" 8'-0" I'I'- 2" 1,-bye" BATT INSULATION. S.ALL HABITABLE SPACES SHALL.BE PROVIDED WITH L16W AND VENTILATION \` A5 PER RESIDENTIAL CODE OF NEW YORK STATE. REFER TO SECTION R308. K, \, 10'-O" 5'-O" 5'-O" 3'-O" 7' O" II'-�2" 8'-43/4° b.HABITABLE SPACES 5FIALL MEET E66�RE55 A5 PER RESIDENTIAL GORE OF NEW YORK STATE. REFER TO SECTION R31O. DENOTES HARD WIRED SMOKE WINDOW TA6-SIE DRAG Schl.I 101 H �5D DETECTOR EGRE55 UNITS HAVE HATCHED TAG e A5.3 E) DENOTES HARD WIRED CO2 EXT'E'RIOR POORDRW6 5ch2 I IAI � DETECTOR INTERIOR DOOR TA6_SEE SckEDULE MECHANICAL VENTILATION Mln. 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ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS 1 4'-O/8" I 4�-O/8" OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE 1 DOCUMENTS AND SHALL RETAIN ALL CONLMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE t IOb I05 I04 OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I A A A PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. I -b 3 -oillot-oil101-oil10-O VARI E5 6-6 VARIES '1-O 4-b 2-5/8 3-Oye 3-Oy8 Z-57/6" 41-611 Plotted: Friday,November 07,2014-9:1 lam By: ernesto File: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\A2-2.dwg AA First Floor Plan 1 3 s c,,11 tee: 1/A II = 1'-0" First Floor Plan11 ��r, ,'i g s.Aa���.�e e.f.s. SCALE:1/4" = V-0" i I 202 i [(i NOTF-5: I.DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE ALL DIMENSIONS TO FACE OF STUD. 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THESE DOCUMENTS I ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE eQ R K DOCUMENTS AND SHALL RETAIN ALL COMIONLAW,STATUTORY AND OTHER n 1 u u 1 n , • , „ 1 u , u x , „ i RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 2'-0y2• �{-6 2-7 7-5 7-5 12-I 7-0) q-7 7-5 -5 2--T- j OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 2 = Plotted: Friday,November 07,2014-9:13am By: ernesto AA ___.FIle: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\A2-3.dwg I _ .__._.._.____.___ .._._..___..._.._._.._...._..___....._.._......._.._...._..........__..._._.............__.........._......__........._....._...__.. -------------------------_._._...................__.._...__.._._.. _................._......_....._.. .........._....................._.._ I 'ci t. �.A I I Second Floor Plan Second Floor Plan I 11 11-011 SCALE: 1/4" 1'-0"= __.._ n .__w_.._.._._._..__.._...___..._...._._.._._.._.._.._.._...___._..._..___..___._1_..__`_t__.___.... ` a I I i 1 03 1 S NOTES: I. DRAWINSS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE.ALL DIMENSIONS TO FACE OF STUD. 2.DATUM ELEVATION HAS BEEN ESTABLISHED TO BE 0'-0' O TOP OF FIRST FLOOR FINISH FLOOR.ALL ELEVATIONS ARE TAKEN FROM THIS POINT.THESE N 43MS BEAR NO RELATION TO ACTUAL US.C.6.GD. 5.ALL FINISH FLOOR MATERIALS TO BE FLUSH OR PROVIDE GRADUAL ` TRANSITION BETNEEN FINISH MATERIALS OF VARYING HEIGHTS. 4.ALL INTERIOR PARTITIONS AND FLOORS TO RECEIVE SOUND ATTENUATION I BATT INSULATION. BB CC2 S.ALL HABITABLE SPACES SHALL BE PROVIDED WITH L16W AND VENTILATION AS PER RESIDENTIAL GORE OF NEW YORK 5TATE. REFER TO SECTION R305. A4.1 6.HABITABLE SPACES SHALL MEET ESSRES5 A5 PER RESIDENTIAL CODE OF \\ NEW YORK STATE. REFER TO SECTION R310. 6 A5.5 DENOTES HARD WIRED SMOKE WINDOW WS TA6-SEE DRSthl.l 101 Ow DETECTOR EGRESS UNITS HAVE HATCHED TA6 A e € E) DENOTES HARD WIRED CO2 EXTERIOR DOORDRW6 5ch21 Ig01 DE, CTOR ANDREW V. INTERIOR DOOR TAS -SEE SCHEDULE 100 ® MECHANICAL VENTILATION Mh. 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THESE DOCUMENTS -- T — — — — -- — — -- ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS � 3 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE RETAIN DOC O OS SHALL STATUTORY T OT B RUSED BYTHE DOCUMENTS THAI C TU ANOTHER 1 ---- -- — — —— — -- — — —— — -- — — O SEER R OTHERS, ON SOTHERL P FORK DI ROJECTS TIONS TO THIS IF OWNER, O AD �__ j PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. s 1 / f �: — -- 71 14" DIAM. COLUMN(TUE�GAN s Plotted: Friday,November 07,20]4-11:18am By emesto 1 _ L — ! ORDER) AS MAh9JF. BY File: L:\AVGA Current Jobs\Freed 13 002\Working Drawings\A3-l.dwg NG --- !', 1VRRAFT OR APPROVED ?._...._.._.___._._.__._..__.,..__._,___.____._._______....__...._..__...._...._.__._____..........__,.._....__.._....._....__.._._.,..._...�_.... 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FIRST FLOOR FINISH SEE DRAViIN6 A83 I F F ELEV. +O'-0" (el. +1128') � i DETAIL -- - --.____-- _ - — I H k-� sca a 1/4" = 1'-0" F ,t,AV6.&RADE ------ . .$. ..._.............._..._.._.._...._...........__..._...__..._............._.._._ .._- .__..._ _e S_ -4'-3" (el. +'1.03')— — — — — — — — — — — — — — — — — — — — — — 3 F i West Elevation Xght Side) I SCALE: 1/4" = V-0" 0 i 3 5�6 CC BB COPPER CHIMNEY POT i THIN BRICK VENEER ' _ up, A4.1 I I F i I D -- �� - e - - ANDREW Ve ___j ry I I ` - - - / - - - - - - - - - J GIAMBERTONE f & ASSOCIATES i MID-POINT OF ROOF _ � ,„ %� -- ,, ®ARCHITECTS ELEV. +2'1'-I 3/16" AFFAl `� I 12 ` �� 12 12 f ` \ 12 i AB.q CEDAR ROOF SHINGLES -_ 12 12 — \ - pe, Seven Main Street, Suite A Cold Spring Harbor, NY 11724 T.O. 'or FINISH - --- --- J ELEV.+21'-b I/4' AFF - - - - - - - — ---- --_-- P:631.367.0050 F:631.367.6636 \ I - MARVIN WINDOWS GiambertoneArchitects.com CEDAR WALL 5HIN&LE5 - - - - - "- - - - - - ;:;, - — — -- - Exclusive Architects for 36" GUARD RAIL PER I - O fy � 22 NYS RE5 GODS 8312 F I 2 -_ 225 - canDevelopment �.` -- --- - -- I -- - 2Z K C . I W PU I \±L/ Y - - --- -- - Y - - I -i --- - - - - - - - - 7 ...L_:...I SII !I I' i III II'I Project: �;.°. - -- — -- - - -- -- --_- --- - - ' — . I li I `�I'—'''—' 1 �rt Ili T.O.SECOND FLOOR FINISH rel I II . CEDAR ROOF SHIN6LE5 ELEV. +II'-4 I/8' AFF - - - - - - -- M low ROUND COPPER&UTTER --- - - -- iva e SEE DRAWING A25 - -- L. . _I_I SII1�-I'- -- - - - - - [ -- SII -'I-- ---- I t OIC - 0 - 0 -- Residence 14 DIAM. COLUMN (TUSCAN ORDER) I AS MANUF. BY TURNGRAFT OR APPROVED EQUAL. -- \ II I i --- 12 f I2. 120 0, Ilq 118 400 New Suffolk Ave. OS -- 6 - I F F E _ E 106 � 105 e �I' e D o''Il o'' to e 0 0 0 D D - e e I I I --- . - - I � Cutcho e NY - I _ - - ---- III I I'LL122 - C, GtiI I II t1' I I f I III, II IIIIIIIT.O. FIRST FLOOR FINISH i I 'I f~, I� I, �: 1' I . � I ')-' I �l i� 71 !r i ! I I II �I I I I I 1 � _1 l 'l l~ � � I jj_ ob I I� ELEV. +0'1 (el. 11289 - _ - - --- - _ - - -- - -- ----- -- - - - I I I II I : ._ . 13-002 COPPER DOWNSPOUT 5EE DRAWING A8.3 AVG.6RADE DETAIL 2 d; e: ELEV. -4'-5" (el. +'1.037 - - - - - - - - - - - - - - - - - - - - South Elevation (Rear) 05-06-2014Issued for bid i 06-09-2014 Issued„for Building Permit SCALE : 1/4" = V-0" 11-10-2014 Revd.,Issued for Building„Permit XX 3 COPPER CHIMNEY POT M r THIN BRICK VENEER A4.1 E r) A5.2 A5.2 DECORATIVE,PAINTED - y WOOD SHUTTERS € 's I i i G 4 A5.1 A4.112 12 ,w MID-POINT OF ROOF ELEV.+2'i'-I 5/16" AFF CEDAR ROOF 5HIN6LE5 il' A8.8 501 T.O. ATTIC FLOOR FINISH EFsF D AR GENT C ..... .. ....... MARVIN WINDOWS - --- - __ I 7 _ - --- -, CEDAR WALL 5HIN&LE5 -- :- - - J J - - -- - - --- -- -1 ` - - 56" 61JARD RAIL PERZ! L l FOF NE�� - I ll NYS RE-5 GORE R312 - - - -- "201N `a� �t is: F - - - - - - - /212\ Issued For Buildin Permit CEDAR ROOF SHINGLES I I y H- 218U V U --- �`. x T.O. SECOND FLOOR FIN) 1 1 yy -- - —JA- - ---- -�-- -- yfiC3 t ELEV. +II-4 I/8 AFF © 2014 AVGA I I I ;I THE COPYRIGHT DRAWINGS SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. ROUND COPPER C-UTTER - - _. -- — (AVGA) SERVICES FOR T JE USE RE INSTRUMENTS BCT TO THIS PRO AVGA. THESE DOCUMENTS SEE DRAWING A25 I, �- — ;lul, _ -__- _ _ - - — - - --- - ----- - ---- --- - ------- --- ---- - ---- —- -- --- - - -- OTHERWISE PROVIDED, AVGA SHALL.BE DEEMED THE AUTHOR OF THESE - — — - -- — — — -- -- - -- DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER L - - -- - - --- - - --- - - -- - ----- - ------ ------- - - ---- - l s — RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE 'L-- „� OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS n � _ _I—I -- - - -------- ------- -------- ----- --- - - - - - - ------ - - --- --- THIS FOR OTHE ' -- --- MP TION OF PAO ECT RS. PRO ECT OR FOR THE CO LE 14 DIAM. COLUMN(TUSCAN - -- - -- - - - - , I - J J ORDER) A5 MANUF. BY TURNGRAFT OR APPROVED _- -- -- ---- --- --- - - -- -- - — _-- --_ --- - - - Plotted: Friday,November 07,2014-11:17am By: emesto -- - - --- - - 11 _' 11 _ �� I --- --- -- -- --- - - -- -- --- l File: L•\AVGA Current Jobs\Freedl3-002\Working Drawings\A3-l.dwg EQUAL. I f [ ---- _ 108 10 i - - I ---- - {' - - -- I Al Al - I I I II :II E I I 113 112 III -- - 103 102 -- -- 'I I I I !I D G -- - -- - ------- - -- --- B B Elevations JN T.O. FIRST FLOOR FINISH I� I I ----- -------- ---------- - - ---- - +0'-0" el. +1128' - - - -_--- --- 1 I ELEV ( ) „ I I I I tj I III ! — �___ d AVG.GRADE 1 �.�a�r���y�1� e.f.s. A East Elevation (Left Side I SCALE: 1/4" = V-0" F iA302 1 CC BB = F € I I D D _ 1 .............. .... ........ .. .,!.Via.,!. .,,:,,: ',,:,,:,,: till I 12 12 r%�•i �11 /�D 7 A52 A5.3 �; f ' ANDREW V. T.O.ATTIC, FLOOR FINISH I I DD I SPRAY INSULA�ON I GIAMBERTONE �' V. +28'-55/8" AFF - NOTE• AT RAFTERS SEE GENERAL ATTIC, TO REMAIN UNFINISHED 4 NOTE'Gx-1 AD UNCONDITIONED FOR STORAGE ONLY. & ASSOCIATES NO HABITABLE SPACE ALLOWED. I I T.O. RIDGE - �ELEV. 12 *ARCHITECTS 3/4' PLYWOOD SU6FLOOR T.O. ATTIC FLOOR FINISH_ 12 EL EV. +21'-6 1/4' AFF Q "�` I ���' Seven Main Street Suite A �ELEV. +20'-5 I/2" AFF ••��` �� �' ATTIC, FLOOR JOISTS; I 14 SEE DRAWING Al Cold Spring Harbor, NY 11724 P:631.367.0050 3 .367.005 F 1 0 .63 6 I .3 7.6636 � I 12 I GUEST BEDROOM I ID I K 5 MZ � W.I.G. WIG. KIDS M I i I MASTER BEDROOM I / 26 3 20q II I 20'7 20,a 206 205 F011 o a I 7 i G am r be toneAr hi I � c tects.com t5UE5T RM.02 3/4 PL WOOD suBFLooR T.O. EGOND FLOOR FINISH 211 \ Exclusive Architects for N :.r T.O.SECOND FLOOR FINISH I ELEV.+11'-4 1/8' AFF .' Kean Development Co. ELEV. +II'-4 I/8" AFF T.O.PLATE _ I li O'-0 8" __.__.._._.._____..__..._.._._._..._._.__._...._........__.__.____....__._____..__ ____.___.._..___.__..___..._._..__.._......_.... —�--�- ' _�T.O.PLATE ELEV +I 5/ AFF } i ., J FLOOR JOISTS;SEE 1 b �� •� i ` DRAWING AI 3a = -R'Cc�• ( ..> I —11 L 5/8'6WB o WADS/ -_ - _--_- EI G LING. (`1YPJ i I sT1mY j 0 I KIDS W. LIVING RM. DINING W. KITCHEN I 118 p Private 115 113 -11i109 I I I I 3 Residence SPRAY FOAM INSI.L.ATION 5�GENERAL NOTES GN-I ` 76 T.O. FIRST FLOOR FINISH t 5/40 PLYWOOD / SUBFLOOR - f . f- -- - 12 0 New A TA. FIRST FLOOR FINISH :.: ELEV. +O-0 el. +1128 . .... . ... . . . . .. .. .. � . . .......:..:..:..:..:... N w e. A' ELEV. +O'-O' (el. +1128') !' V p III I II� �'' I I, j I — •r+ .,j;`. € : I' CRAM-APACE Cutcho e NY FLOOR JOISTS;SEE AI2s = I � I ,• I _ job nUM,Der: - 13-002 i. E > cl,a,..: I E 1 05-06-2014 Issued for bid 09-2014 Issued for Building Permit______._.._..._...______.._....._._._....._.._< WATER TABLE (PELLPOINT HIGH) XX ELEV. -10'l 5/8" (el.-0.66') TABLE (TID 11-10-2014 Rev'd&Issued for Buildin Permit EL EV. 11' 41/2u (al. -.0q') - - - - - - - - - - - - - - 3 Bulldin Section E .....__.___.._..._..,____ ....... . _ g. 1 A A4.1 )-sc7E: 1/4 - 1 0ff _ E EE � 1 BuildingSection A4.1 SCALE: 1/4" = V-0" 3 . ._.........._............__..__............ ._.,_......__._...,._,_.,.._....__.._.........._...._...... ........ ..,.,. .. . ... .....,.....,..... II = E �I i T.O. RIDbE EL.E1(.+34'-5 5/8" AFF - M_._...-..._.___.__._.-_..�__.._.__..._..._............_...._..._._..__._.___..........._....._..._..__..__......____..._._._.__.w.______; I { I 2Gv :..; 12 NOTE: ATTIC TO REMAIN AA .. ____.__.____..... _ � �-_.._._.._._.....,....__..._......_..__.._.___._.._..__..___......_.__.___ .__..____._._ IUNFINISHED 4 MID-POINT Or-_r OOF G _ ___...._.._....._.._..__..__._......_.__..___._...._._.,._.._.....____..._._____. -- - UNCONDITIONED FOR ELEV. +2,'-I 3/ " AFF A5.1 -_ ___._.._...._._..___.,_.._._.._..___.___...._..__..._.,,_....__........._.._...._. ...._.....__._._____...___ ___ ._ STORAGE ONLY.Al •'•-�'- --- - - NO LE ,l TA.RIDGE ? 12 SPACE ALLOWED. ":"" SPRAY FOAM AT71G ELEV. +24'-8 3/8" AFF 5 SPRAY FOAM INSULATION `a: INSULATION AT ;-. -•-.•...•.__._....__..____..__._____...____...._ AT RAFTERS SEE GENERAL. tAFTERS NOTES 6N-I -- _..,,,. ��_:_ ,,...� _ _��_. ..::• I 613�AL.NOTES 6N A5.3 SEE T.O. ATTIC FLOOR FINISH _ :.. _................ ._.............,..._........._........__._._..._........_.._.....__._.._._...__.._...._.. _ _W_.__.. ELEV.+2l'-6 I/4" AFF .....:..:.... T.O.PLATE ELEV.+20'-5 I/2" j 3/4 PLYWOOD .�i1BFL.00R --- - __- AMC.FLOOR JOISTS; S!�DRAWING AL4s I T.O.PLATE _ -��. ..,• I I I �V B ARC 'rs - I - j I HALL �_� KID'S BEDROOM*2 I GUEST #4 201 lT 20'1 \ ` 2 LL STANDING SEAM B - I I COPPER ROOF I 9) 080 Q� 000 NE" 35 D 3 4 YWOOD 12 i 3/4" PLYWOOD 5LE FLOOR ' T.O.SECOND FLOOR FINISH v 4 I T.O.SECOND FLOOR FINISH �'i ELEV. +11'-4 1/8" AFF / AFF ...... .... ... ............................ ;:,:,:,:,,: .. . .. .. T.O. PLATE _ � •,:,:..:... ,..?..,...s g _.. - - - - -- - -- - -_- PLATE ELEV. +10'-3 15/16" AFF�' EL 1 ELEV. 10-0 5/8 AFF Issued F Building --- I Permit FLOOR JOI5T5;SEE + " ;. DRAWING AI3s - -I I I FLOOR JOISTS;sr� s sue or . _._.. ' � DRAWING AL3s � ( - „ 6WB o WALL / 5/8"TYP 'XN 6WB o ' CEILING J j (`1YPJ ❑ I I WADS/CEILING. . . .. �. L. --_ � :._ i ! I � :ra ����`m © 2014 AVGA iJ : - -, THF. COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMF•NTS J I ENTRY rJT IR HALL _�j LI�ING W V.GIAMBERTONE AND ASSOCIATES ARCHITECTS,P C. 3 CES FOR S ANDREW C i - - 101 _ GARAGE (AVGA)FORTH PROJECT,ARF.INSTRUMENTS OF AVGA. THFSF. DOCUMENTS -- ARE ERVI HE USE SOLELY WITH RESPECT TO THIS PROJECT UNLESS —' 105 == OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE I O 113 I I I � III � I DOCUMENTS AND SIIAL[•RETAIN ALL COMMONLAW,STATL"TORY AND OTHER ' RESERVED RIGHTS THAT THESE DOCUMENTS SHAH, NOT BE USED BY THE 1 d i OWNER R OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS 0 PROJECT, OR FOR H I �__ ------- SPRAY FOAM I ILATION - _= J THE COMPLETION OF THIS PROJECT FOR OT}iLRS. } �: E - ---- - ---- --- -- -- -- --- --- SEE 6ENE12AL GN-I Plotted: Friday,November 07,2014-9:24am By: ernesto f 3/4" PL i File: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\A4-Ldwg YWOOD LOOR I T.O. FIRST FLOOR FINISH _____ ........__...._......___......_............._...._......._.___.__... ! T.O. FIRST FLOOR FINISH - - POURED GONG. f " E ELEV. +O-0eI. I128 ...:..:.....:..:.. I , ' a , , _ .. ELEV. +O-0 I. 112 F1.131 DRAWING I (e + 8) � I SLAB•SEE GRAWLSPAGE FLOOR JOISTS;SEE ,l T.O.SLAB (LOA POINT) - _ ° DRAWING Al 2s I/4" r' I a ., NNI Ili AV6.6RADE m i BuildingSections ELEV.-4'-3" (el. +,.03') I I I ............. sr F iei: 1/4"=1'-0" ' f T.O.CRAWLSPAGE SLAB ELEV.-8'-3 1/2" N I I I drawn:Ie.f.s. WATER TABLE (NELLPOINT HIGH) ELEV. -1011 5/8" (0I. -0.661) WATER TABLE (TI3AL7- 2 BuildingSection 4 BuildingSection 1 IEI 1 A4.1 SCALE: 1/4" = V-0" A4.1 SCALE: 1/411 = 1'-011 0 1 = 1 I SEE ADS FOR TYPICAL I ROOF CONSTRUCTION A8.1 OHM#2050 Ix FASCIA r TOP OF R106E -- -- -- ELEV. +24'-? TOP OF RIDGE ELEV.+24'-1 '1/8' I II { I DYKES#185 12 111 Ix FRIEZE BD. 1{_ 4{� y■ 3{_by2n I iII SEE 6N2 FOR TYPICAL \. GONSTRUG 12 l WALL TION I I J 2 • " " �., `. ,�� ..�.�. X INTERMITTENT BLOCKING SPRAY 5� FOAM BREAKSTOP 4 FL- 0+22'-On A8.1 'L — — t { I Jh TOP OF ATTIC, FLOOR FINISH ELEV. +21'4 1/4" I ANDREW V. Ij SEE 6N2 FOR TYPICAL TOP OF BEAM — I I lli , +20'-5 I/2' ROOF GONSTRUGTION — I ELEV. +20'-9 ,r� GIAMBERTONE & ASSOCIATES I l i 1, I'II I J OW#2050 ARCHITECTS wooD I i I Ix FASCIA NDow w AS 12 MANUFACTURED BY MARVIN■ I SEE WINDOW 5GIDULE. x n 14 BEADED T16 50FFIT 1 IS 2 I/4 F. — — _ Seven Main Street, Suite A I # E DYKES I 26 Ix FRIEZE$D. I lii A28 .1 Cold Spr1 ng Harbor NY11 11724 I,. I I� �. LI P• 1 F:631.367.6636 Ii; 1 S .63 .367.0050 NI III I; j`III I' I, WOOD w1NDOw AS GiambertoneArchitects.com j MANUFACTURED BY MARVIN' SEE ill WINDOW SCHEDULE. I Exclusive Architects for GUEST BEDRM. #2 Kean BLIND Development C o COPPER PLASHING r 211 � �I { I { ____._...._._..�........._.........__._.-------- ._......._._.._..................._..._...._..__....._.....____..._w_._.._: �I GUE5T BEDRM. #4 ' ILII i I ,:..............\P.p............................_......._......_.........._.._._.._....__.._....._.._.............................__..................................._... ; 215 .................._ DYKES#204 .i SEE 6N2 FOR TYPICAL Ix TRIM l ROOF GONSTRUGTION 25-2y4" FROM "XX" GRIDLINE SEE 6N-2 FOR TYPICAL ROOF GONSTRIZTION Private 2'-105/8" I 2 X INTERMITTENT III 12 — BL.00.KIN6 SPRAY o I - Residence 12 I FOAM BREAKSTOP j I'ij COPPER GUTTERS i LEADERS SEE A25 3 n 5 COPPER ROOF I'-b" COPPER I DRIP ED6E TOP OF SECOND FLOOR FINISH ! TOP GOND FLOOR FINISH — ? 12400 New Suffolk Ave. ' ELEV. +11'-4 1/8" 3 ■ +II' I/8" TOP OF SECOND FL OR NISH I ____-_-- _ �� - . . � • � COPPER 6UTTCutcho ue, New York t�S _ ( • - .. _ : LEADERS SEE Al 7` € 105/81111+ ■58 { _ 10 rl u r I _ OwM#2050 Ix FASCIA � I Ix FASCIA Oyu#2050 ? °13-002 I OIx FASCIA I . _............_..._.... _. wM#2050 t= Ix4 BEADED T46I Ix4 BEADED Tib SOFFIT p SOFFIT Ix4 BEADED f.z,:� .�•L DYKES#185 h DYKES#185 I Ttb SOFFIT J DYKES 0185 05-06-2014 Issued for bid Ix FRIEZEBD. Ix FRIEZE 5D. I Ix FRIEZE 5D. 06-09-2014 Issued for Buildina Permit I " — SEE 6N-2 FOR I 11-10-2014 Revd.&„Issue --- Building Permit JADI TYPICAL WALL GON5TRUGTION MLISCAN OFX% AS r l.. _.................... ...__.._.._._._......_._.........................._....._..__._... ........_........................................._......__._........ .....< 1MANX.BY TURNGRAFT OR APPROVED EQUAL.. II' I { bI� I; III I I 'I I j II 1 { _ WOOD WINDOW AS i I�I STUDY o 'III ENTRY / 5TAIR HALL MANUFACTUREDBY _......_................._....._...._____...._.....__..__._........_....._.._....._. MARVIN”SEE 118 I WINDOW SC+EDULE. I I II { { 4 OVERHEAD 6AII DOORS A82 SEE SGEDULE II II II I i I II � 1 DYKES#204 • SEE 6N2 FOR SEE 6N2 FOR BELGIUM BLOCK APRON SEE FOUNDATION PLANGAS GE _.._._..._......_.__.....___..._.._.....__.___..__.._....__....__._____....._.__.._. ._ TYPICAL WALL TYPICAL WALL 0 I PITCH SLAB TO DOORS GONSTRUGTION � II I BLUESTONE PA SEE PLANS i.__._.-_ _ .—______ _w.____..______.._.........___.._.___..._......_.....____........____..._._.._.....__..._._ I � I { TOP OF FIRST FLOOR FINISHI TOP OF FIRST FLOOR FINISH .._.._.._�.__________ _....___.____.._.._.._........___.._._...._.....__...__.__...._......_.._.._..._._....._._.._..__..._..........__......, ELEV. Zr--O -0 ELEV.+O' " el.+1128' TOP . + FIRST FLOOR FINISH I ELEV. +O'-0" el. +1128' LF i 4 d ° -I'-6 I/2" FtED qRC �5 TA.WALL ° GEN T O j - _ d TOP OF CONI. SLAB(lore point) �W S� I C� I d °d a ELEV. -2'-0 I/4" °` ° d ° w ° 1 ° C) d a ° 8 02080 a SOF NE�`1�t d ° 4 d { 1 x ° d Issue For Buildln Permit d { p v © 2014 AVGA I TOP OF GONG. BLAS ° TOP . - GONG. SLAB ° _..___... ELEV. –5'-1' ° ° ELEV. -S'-I" ° ° ° a ° ° ° THF. COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS ° Xa"• '<° !'' ° d �: '> � ,! 'Za •v' 4s" i.r 'y q t '1 d ° I PREPARED BY ANDREW V.GIAMBERTONEAND ASSOCIATES, ARCHITECTS,P.C. f y l Y (AVGA)FOR THIS PROJFCT,ARF.INSTRUMENTS OF AVGA. THESE DOCUMENTS I 5- PAy`/Y J .� , "� ,•�•) r ~J iii" r"{ } � �',° X x n n, L .: r "' 1 d rk 'i / Y,C'1'X)� �M - J ° !� j C .-1, '� 3" �-(', {Y'; d d } `� x1j: ,'t i' f r.,'r ;',' Y Yn; T ° d ° ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS " } ( s 1 OTHERWISE PROVIDED, AVGA SHALL,BE DEEMED THE AUTHOR OF THESE I DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER ° d RESERVED RIGHTS THAT TILFSE DOCUMENTS SHALL NOT BE USED BY THE OWNI?R, OR OTHIiRS, ON OTHI?R PROJECTS FOR ADDITIONS TO THIS °e ° PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. { ! Plotted: Friday,November 07,2014-9:25am By: emesto F I File: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\A5-1.dwg i "t-t e: 1 ("' C Wall Section I Wall Sections f A5.1 SCALE: 3/4" = 1'-0" _ sc i"e: 3/411=1'-0" I L E (* A Wall Section B Wall Section _ 1, „ 1' — 1_ A5.1 SCALE:3/4" - -0 5.1 SCALE:3/4 - 111 0 A5el ........... I , (DIFFtc C COPjPLY WITH ALL CODES OF APMOVLD AS NOTED NEW YORK STATE & TOWN CODES I DATE:�f/_IO B.P. 126 - AS REQUIRED A ". BY S0b r1L vi <rr�' ' NOTIFY BUILDING DEPARTMENT AT +n�nl->�rts-ir�.�n-rl-nTnt�lrlrnnttl�urlrnOppn_ VVF!100 u P 6441 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: S �S I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ...-. 2. ROUGH - FRAMING & PLUMBING3. INSULATION ii �gg 4. FINAL - CONSTRUCTION MUST OCU�1� � BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE USE I'S" WR`°" W . r REQUIREMENTS OF THE CODES OF NEW VVIT�0W C.. F10,� : YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OF WOMAN� PLUMBER CERT'IFI ATIO."! PLUMBING ON LEAD CO3yTEN1`Bf-r0RE ALL PLUMBING WASTE CERTIFICATE OFOCCUPANCY &WATER LINES NEED TESTNG BEFORE COVERING SOLDER USED IN WATER SUPPLY SYSTEM CANNON' RETAIN STORM WATER RUNOFF EMCEED 2/10 OF 1 VoLEAD. PURSUANT TO CHAPTER 236 E lei s , . OF THE TOWN CODE z' OWN ompt , . : DO NOT PROCEED Vv",TH FRAIMING UNTIL SURVEY OF FOUNDATION LOCATIO"J HAS BEEN APPROVE. Project 4" 4" 4" 1 17 P rgy Crime: 2010 tiew York Ene.rcry Consserva'tion: ;. .._'::...: 4.. C® ® / ® / ® 4" tl.'@ SuffGTk County, [`herr '' or I Q / 4ri5truF4,T111' : I i I 'reject T p : New Construction I I I I I V I I 1 ( I O ® ® I ® ® I I I ® GI .inn A.`ea 2 1 � cri ma"Zone: 4 t ( t IIi f e it Dist:: I I I Permit Num6er- J lr l #10 STAINLESS STEEL 1 I r I l 1 1 ! l I l I I I I ( OR GALVANIZED WOOD SCREWS W/ 1 I a ® / , / �1 ' I �1® ® ( � \® / I \ ® WASHERS @ 12"O.C. I I \II \I I Coi ' n SxtK .n rwe Agerit: Desig elCon%t ractor: r ( I i I I II I I I If TFAVC-0 2:131LDrRs P�� :. r chwer i� Amh�� L� utc ue, NY 11515I 12"D.C. i2"OC 50, JJT-POLD TOWN, N� Sax 5,31 lr' I 1 I I I I I I I I I SHEATHING YWOOD 1/2. APA RATED SHEATHING GRADE PLYWOOD ALTERNATI IVE'7 16"OB 1 I I/I/ (I ® (1A/2"APAPRATED SHEATHING I II`1 l I 'iIIl II I iI1 I Ck` p1I'2s��W7 :P_: 6w.,. �Sr L w€..Th-2n h-'a.2aCdG�' fi- 4 ....Ma�.a.xw1#r,.,i'.us..rnmrr�I-'.<i.�A.s.s."n,n.^.»S97..,a. ',.@..zG.... , u..r.y7+aV,.k.,.u,,.S}a S,..S LYWOODGRADE LTERNATIVIVE:7/16"O.S.B.) P*evr rweet ��le rr8ev 4rft ha#A c to t* =xt-ix 662144 an *,L,a aws,rd .. , r,..eks. Nor. t An atr> of tr r.-r a ar z.*'.m?wevt tz w #10 STAINLESS STEEL OR GALVANIZED 2X4z vAssemblies e 10 WOOD SCREWS W/ STUDS WASHERS @ 12"O.C. \\ \ ©( I t I I 1 r� WINDOW SILL c 1 I � d J a a M \ \ i r. $ rI TYPICAL WINDOW OPENING - . t J } u� w I I 1 I I i l /--� I a�aas#<SF. .srkD � l ( ,,. ...,...,...,.,, (LESS THAN 4'-0X8'-0" OPENING) I � I ( � 1 � #10 STAINLESS STEEL � �5 fil ' OR GALVANIZED Paur's.2 AII-V�!oGId Jeiz tfTru-�' Over Urn=and>` t' 5ga� ,3,$�'f, 21.0 D.0 0.044 15 ,lWOOD SCREWS W/ li I I I I I WASHERS @ 12"O.C. 1:Flat Ceiling or is' r Tnim 1,.515 21.0 0.0 0.047 71 TYPICAL DOOR OPENINGCeiling 2: at-Nedra$ Ceiling1,,3a 2�.. 0. €0.049 G MULTIPLE PLYWOOD ASSEMBLIES (LESS THAN 4'-0X8'-0" OPENING) 2-2X4 DF#2 STUDS CONNECTED warl 1: 1 F,rel �' .� �, , Z',1 15 D 104 TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. 1"findow h Wood FrarnG: a= l;L F'ane wi ''s Low-E 252 0.300 75 TYPICAL MULTIPLE OPENINGS Dorr1: fr1id 129 +0.220 35 (MORE THAN 4'-0X8'-0" OPENING) r 2: Gin== 62 0.320 20 WI:R t: Vic—zap$ Prena,t-, 1,9* ox. 1,52 . 15.0 0.0 0.090 2LG WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1"rindcrw 2:"ood Frarne:Doublefa ewithL w-E 154 0.300 4G AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING) p - .1. �- The ro „ 1 � r a. - ,-t � �m � -tea .��PeelfiRlc�t�Y3&'9.+, and other 1 �1:`rt'�d Y�a*91~�`�ta,�L i*I'#!'77a.,. �`'`� E&.lildin. d� igr�.'d�.�c�ila�d C.. � r >�t�t t'a�"i` - �` �Irli�.,�. � a► ,r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" =miculetlons submlitted 4 � PP F �� � binding hm=�n desI�'� to '---e d�+ � �B ��{�r'A"�I�: �r�:r��� writ 1i *�In.,TFa � � ., AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO on:e ti a - 'tru on Code reg4ire-ment. in F;ES . :.Version 4.5:01 are-: to comply wig tete mandatary require encs -ted i'n COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL `e57c` tn� ` ti�or� 1�- ' I CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. h- e -Tidei n�tur� -tom HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Pry; Tidam: Report dam 0310711. Data ilerta.r e: tC:'VU7sen0.1 raf rtg StafodDccu en't R.EScKec TRA.%`CO.rc 'Page 1 'of 2 r , IN 4. / 1 ?�I,I )-µ LF' - i..$•^'R.1',� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. IN KING STUDS ENDWALL RAFTERWALL STUD CRIPPLE STUD Q e '•. BOTTOM PLATE o RIDGE ` HEADER LEDGER BATHTUB • DOUBLE JOIST SIDEWALL ••, ' RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUM13ER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20gIa. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF CHIMNEY VENTILATION CHANNEL RIM BOARD AS REQUIRED RAFTER RAFTERS SILL PLATE(S) ' WALL SHEATHING MAINT AIVENTITION WOOD JOIST • SIDEWALL FLASHING FOUNDATIONTOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS Q48"OC BARRIER - 2x4 SOFFIT JOIST LAP FLASHING AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4' - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �.' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ���� ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8" - 12" RAFTER RT20 21-1 8" x 20 a. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' / g EACH RAFTER ON ALL OPENINGS .' - KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 11 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. CONFORM TO SLOPE , INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLESET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE D TERMITE SHIELD SILL GASKET �— SUBFLOOR WOOD JOISTS ' NEOPRENE CONC. SLAB ' TYP. CONC. FOUNDATION ( A 6 MIL. POLY � / Iw1PPR00F EXTERIOR �, GASKET �� i � 2x6 2x8 CONTINUOUS WOOD PLATE DA 6MIL POLY ON EXTERIOR V GRANULAR FILL � r � � � I BOLTED TO STEEL BEAM WITH 1/2 " DIA. BOLTS Coil 48" o.c. STAG. ° V - s STEEL COLUMN ow ' n p % ° o, o C ROOF JACK N� ` CONC. SLAB ' •p - �. ' \ �. �� �� STEEL BEAM r a t o a �'p ANCHOR BOLT EMBEDMENT: ° COMPACT FILL POURED CONCRETE: 7" `� I 4" x1/4" x8" STEEL \01i BLOCK WALL: 15" ROOFING LAPS ° b •o FLASHING AT on TOP AND BOTTOM PLATE r , p L .• n KEYWAY FOOTING o /� / d J � WITH 1 2' x 6" ANCHOR BOLT �'p n CONC. FTG. —is •p Q•p o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � 1/2" GROUT w O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) / p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT _ I 3" STEEL COLUMN DRAIN TILE y p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC FOR STRUCTURAL TRUCTURAL BRACING.APPLY PILASTERS 2 STORIES 36"SILL PLATE TO FOUNDATION OC TYPICAL BEAM DETAIL WHERE NEEDED FOR S TYPICAL CONC. FMIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING `NALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I � SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR GE JOIST USE 2X8 STEEL BEAM FOR B LOC KOUT ',•� 4" SLAB P.T. PLATE W/ 6X6 WMM M I SLOPE • 4"DRIVEWAY —® NOTCH 1/2" AIR S ACE ~`� < 1 WITH A NAtLINGNPLATDEUiFTNEEIDED • AT END AND ,, , Y °� ° ( ) a• p ° s , , TO BE APROX. 1/2" OR HIGHER THAN �,Z<•p ES OF WOOD p STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE r Q --�'�--" -"r"'� r d e d e ' d �•���� BEAMS _ _ I I o° eD �° n � °a e ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a ,�,1• a �'' 6X6 W.W.M. ••e - - e - - -tee - �, n = -m= d _ 12" d Q q r • . o p .p I= I-IT�I I I.I I MIN. ` ,o C a D 'n �'p �'p A-1 o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p � O n ^ � W l �SUBFLOOR REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM r L` •� REINFORCING BAR O ° ° o III—I _ DRAIN TILE I � I�I a a�o � o° III I I OIST '�—`s % d° SHEET METAL 30 FELT UNDER BEAM AT POINT I ' �� O, °O, ° I I—� 12" / # 11 m STEEL BEAM '.*- p• OF CONTACT WITH CONCRETE OR CONC. BLOCK _fll=fff�fT_fiLfT(= � -ITI 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. `� '-. :." a' xk` ' . '•�'s 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ,.ti. ... GARAGE DOOR BLOC KOUT BEAM POCKET GENE 'K"" AL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST g Y P g g P P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shalt be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES NAIL GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: p g HEADER TO 16" O.C. FACE FIRE PROTECTION SEE FLOOR PIANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floo 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonrywalls occurin in exterior or unheated interior areas. 4 - 8d COMMON g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAILNAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 ) � g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY:density to 95% relative to be minimum 3-1/2 inch thick. All fill to be compactedwith Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. @ SEE NOTES: 1 8d COMMON 12" O.C. ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge y SILL OR TOP PLATE 3 - 16d COMMON @ BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - sd COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� " g ROOF HATH 1 N G• 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING below grade. Porches with covered roofs shall have 12" dia, concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6"where needed. O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) �� 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of allWALLBOARD 10" O.0 . FIELD INTERIOR ZONE Bd COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shalt be a minimum 6" above grade. openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING: NOTES 7j. All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON3" O.C. EDGE be used. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 7)- Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION Q-n, SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON HVAC SYSTEM NOTES 1" OR LESS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 10). Provide insulation baffles at cave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO 1F 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. if wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural ELECTRICAL NOTES' Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).1n concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be Used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove Ceilings. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required b current to be reduced tot - 16d nail per foot. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces R. is tt under stairs shall comply with current N.Y.S.Residential Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of torch down type material over. flame and products of combustion. .'r„.,Y. yyy w " tl 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5j.For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS, BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLL SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME 3 �� LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE 4B PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION GROSS SEDT. FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF s FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. 4E GROSS SEGT. ..._.1 i._.I_1.__11__-�.1..�1_ ,L.,J-LLL- L-! BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, f I ` I DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY GROSS SEGT. -�-l-i-j--J !--J l l-I-_G-.1-1 l--•L-1--_1•-!_ 4_ -L__j{__ -LJ -L J j._ t.-L_11_-j j__..' A_. (_I-_J�__ ��_.__J_j_-1�_. — _j-, �„ -� ____� OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY !I I I II I! (4 II I) (f II C f OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, _I_ .J L_.1. 1 �,� .._1-L_1 1_ j} 1-L_t• L�,L__ .I--(.i- Ll THE �,j �. SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY i _ 3r[ 7, 4&,; � ��� ._��- �_ --L�. _�1� ____- l_� � �_,��1�_� !�_l1__l_ __�L111_,-1.1. . � 1_L. �j-__�__�>_ - ASCERTAIN THE BUILDER'S CREDIT AND DUALITY REPUTA110N AS THEY I ,�_1.., 1 �_- _ �._1_ L �J-J i.� .1, 1-L 1 .j..__.1i .�._�J_-._._Ll_.�-_.�.L._ L 7 .__ .._ ._!j_.�l_ 11 --1_.LJ.._._S1-1-j1-J 1J _L.,..11 L111_ WOULD IN BUSINESS OEAUNCS OFA SIMILAR NATURE. DESPITE THE .�-�_I. ,s�.__....i__ I I 12 40 REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR I I I �� I I ( ( "�� I I ( f I ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THRD PARTY � �_.l1 _L-L j._...11 Ll _;-LI_-� ILA-1. 1__1.1_ -1�LU-�—t_7—�L_ ' h Y— M' -� L—l_� �U Il.. ] lut __U J-� t__��___-� IL_.I- RELATIONSHIPS WTH BiIIIDER. ` ! ` ii ` I � IIi ( { � ( ( I.E__1�_-. ._1--1_.�1-_it_l_LJ 1 I -.1.� 1.�1-_.L-1.E tj-.__�_L__�ili.._1 1...._l---LE-__ l1J1112 , ��1�-1__IIJ._L GROSS 5EGT. GENERAL NOTES E i ; f ' ( I II I I �- 1 ' j \ C` 1 --- - �.�-_- --_�I �-�1- 1 L J-� - t-iR .LLLL1_LJ1_1_IJ_i�--L1 �- I� �L f r ( -i-1--1-.(L-1LI - I1--_�L�-_L Lj_ SCHOLZ PLANS AND SPECIFlCATIONS GENERALLY MEET NATIONAL ,, _ 1- 11 _ I 1.111Ai4C, t 1_L�1_LI. -- __ _ � _ '�` Y'r I16 I ( I ! fI i ( ff ! I6ARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET L �j_(._J--t_1_ I_ 1__� !-L_11-j_L__1�_1--1-__1j�A l 1 __ . ._ 40 I 1- I--l_I..L-J( -1.L-1 I--•L I--I,.-.-1 j-E� !_.j.__l...l.,..13 1_L.1...#.._IEACH EMEINDNNDUAL STATE AND LOCAL INTERPRETATIONS OF SUCHRE IREMENTS. S SOLELY R P N F ANY M IFI ATI! I QU BULDER ES 0 SIBLE OR OD C ONS i -J 1_ �_ -�-_,1_ _j 1�J� !- 1- 1-1 i �. __, -1.1_.l-l_ .__1_i_.1�. J L -L _ ....._�_1....1 ....I 1.1 ..I..i.. OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE ��-- - + I �j ! I ii, 1 I f I I I i i I I '!T' I i s I `� ;(, f AND LOCAL REWIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, -L_i-. I j_._ _, - - r J � 1_ 1L I I I .G .J �_� __1. t_.--1_]_ -�-1J _11-11JU LJ- .L�1�..� .J_I _�._.�__!. E..._.1 .._.1..[ ,� { CLIMATIC OR USAGE REQUIREMENTS. - IJLl L 1 I L1 !_ J-1.__ -_ -Y --r- -- i - � � _� 1 L L_- _�_jj_ l L_ _l l�_L L..Ll- 1�L�t- I_1.,,.� 1-__..I._�... __ .. .-....�-u FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT 1_ 1 !!___ _ \ �-- "- 1 � I I e FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF - _� _1 l l IM11__l.l_1 _ Is A-1.1_ _l f 1 _. J_11 L�1_11_ EJ_l� L11_l lll-1 Ll 1 Lll_[_-.1.1� J�_ I1 -�� �_.�__�_! 1_� 3... � �`' -�-•} i I I PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR � I I ! IG 4G -4���-Z -j �' r ( ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL -1 l I _� _1�._.. (I _1..1._ __ ��) ( ( ` -L -- _�-� -``�-�'� �t;=- --� I _! . I I ! I I I I I f I ! I #I I k SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REWIRED, ARE IL I-!1 1_ �� �+ I� ( " t �`- � i� �-�1 1-1._L1 l I-J- > 11_.-i_1_�Ll-__1-L .-L..-.Ll _�-L�-t �L_ i-1..11.,_I 1,1._-..1.i..._l._<., BUILDER RESPONSIBILITY. . � ,,� _ -- __ _ -`;� r � S ` --'f.__.-...i1 .,.,�1=`�.•�="=-����.��... I ( I I T ( M � ( ( I f �I I i I � 1_�l_-� 1LJ_•lv..l-- —C.1___l11_ ti:. . i:..--�.__.�:;. # = ....- ,. -d_ L. .I __ �_1--1 ��.-.._..�._L-1..._ _ 3--1.,_. ..»._..,D_•L...f.•-t__{____1--1..- -1._l,} -L�.. _}-_..I--a....1,.d.. L-., .I.�_-i -IQJ 1 ! I I 12 Ip IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL IWL�.Ll �� —� �+ _ _ I j T' DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING rr ' IG CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN - ]1.L_�. _1l_ l l_. ILIA_ 1. 1l__1��_-10 �__I- 1.1.1 �1_ _11.11.11 -1.11.._. 1_.11 .1 1 1 - _.—._ ._..._ __— _.....__. �^ _�_ y SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT , � ! � 1 {t I I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN 12 k _ — —- �_ _. _ _ — -- ry r 1 1 i L I O -�-L-LI _� _l�� I O �_ I l _] ( �� •y h -�f'—� _ _1-J 1�_�-L-�t �J-r- 1-_. I O I 1}__.._,t_.1__�__I_. L NO FL. DETAILS AND DIMENSIONS. _ - -�I �_ - � i U jl 1 THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS _-� _- _ _ _ a .._ _ _ E 12 4 -- _ _ __ _ _�. _.. _- _ 4G 4G �� - ��� � `� �•�� �- "' ( •�---- r ---- {- - 4G , �'-, 1 �� \ INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, I — I __1--+.._...! t_.-1.-1.._..i—L.._� L— _ L-_�-••L_ ..._�> -i L—_t—i..._.t-L_J t--_.1.-.1..— ( __' _- y �."� ``'• -- - Y-- - �_ __ -- _ --- _ _ - � �. -��` � ;, _-�� � _� AND WATERPROOFlNG. BUILDER IS RESPONSI%E TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES, TR/OWDO HORIZONTAL LAP SIDING - - - - -- - -- - - -- - _ 2=9- p M LO W _ _.._ _ - -_. _ _ _ _ _ _ _ _ -_ _ — _ - -__ _ - _- —_ - _ - IST FL > I M - - - - - -_ _ - - _. - - _ - _-_- -_M- -- - _ _ __. - - - s — _ v^- _�_T _ _W_ _ - =j! __ R-s __ _ _ - - P _- �- _ _BRIGK VENEER . > o r ry 1 _ _ - 1� LINE _ LLJ _ ... MI _ _ - _ - -l _- - _ __ -- -.. _- - .... - BRIGK VENEER - - v _.-_ - - --- _ -= __ N -r_ _T - - �{. � 7 _ 5 ONE VENEER C~ - 1 _ _� - - _ _. _ _ _ _-__ N o _ I _-- O 50il DE516N__- _ ___ _-__-- _ __ _ _m_ __ _ __ - _._ �- __ _ "- _ _ _ - t�--_. ;, � ~ _ t'_ f i I t� - _ .- - �_ __ - -i_ __. - �. _.._ - w _ _ _ -- _ - - AI.L RIN5HT5 R;EiER1/ED --__ _... r _. _ - a. - -.=.. - _ - _ __ �- - - _ _ _ _ _ - _ _ _ - ._ - _: ... - . L� Li _. _ _ _. , _. _ __ _ _ - rCD _ z {r _.__ _ - _ -- - - - _ - --- _ - -_ -=` _... `- - _ w- _ - _ _- _ -- - -_ -- _ - —. _ ,s - 1'x_4 _ _- - - F .l� N _J v � = Q = v IY of J J N z v J J W Q Q p FRONT ELEVATION � o Cn SCALE: /411 _ II-011 (n _ L,J w N4-7 o J _J 3 O O _ to U U Ln V) (!') 0 -_--__ 18/12 18/12 --------- _____ _-__- _______ I �- 1 r---- �- -I I NI fl II H �L I II H II II II II II IN II IN II � `�. '�" I II IL J I fV II II II II I I I I I I I SHEET INDEX JL---s==�L I I I I I I I I r II n I I Try =-- SHEET DESCRIPTION I I I I I I I I I I N I i i FRONT ELEVATION,ROOF PROFILE,SHEET INDEX,CLIMATIC .. I I II II II I li NI II N ii II li ii 1 INFO li H i i IL-- -- „r======,1 1A REAR ELEVATION 16 RIGHT&LEFT SIDE ELEVATION I II II II 18/12 I 2 FIRT FLOOR PLAN I II I N I 18/12 ~—� I i 2A SECOND FLOOR PLAN 12/12 H N I I i �� 18/12 2B ELECTRICAL CODE INFORMATION SHEET 3 FOUNDATION PLAN I II II I� �j I I I I N 3A FOUNDATION DETAILS N NI II N 1 N I II II ___ __ I I ARCHITECTURAL I II II LLs---- L -====JL----- -JL-------JLS -- ---Z-----r------------ --- i I I I __J i - ---- N ---- �---- --i r tV ---------- -- �I I - 4 TYPICAL WALL SECTIONS&CODE INFORMATION 1 'I N I 4A BUILDING CROSS SECTIONS SERVICES L. L. C. jl l j �' I I I I N I I I 11 1 1 I i i i 4B BUILDING CROSS SECl10N I I I I I IIII I I I I d� I I 4C EXTERIOR TRIM DETAILS&DORMER DETAILS I 4D BUILDING CROSS SECTIONS Joseph A. St. Jean, Jr., R.A. I II NI II II , II II N I N I I I 4E BUILDING CROSS SECTIONS Member I l i i l i i 1 i 5 FIRST FLOOR DECK PLAN ii ii 18/12 � ii li ii ii 5A SECOND FLOOR DECK PLAN GENERAL DOTES REVISIONS 1L__-- _-- I 1 __- i I I I I 5B ROOF FRAMING PLAN NO: DATE: REMARKS: BY: Il'===T -- _=: I I I I I -------------------� -2( WORKING DW65• DG 5C FIRST FLOOR WALL BRACING PLAN Iii l i i j 5D SECOND FLOOR WALL BRACING PLAN II I I I I F---• III I I E -• I I ALL STEEL LINTELS ARE 3 1/7'x3 1/7'x /2 11 11 1 1 I 1 1 I - 5E WALL FRAMING DETAILS „ II II II I I F1 NI I I IS/12 18/12 I-- 1 r -------�1 3/8 UNLESS NOTED OTHERWISE. I I I I I I I I I I I I 18/12 I I I I —' �� I I I 15/12 I I 5F WALL BRACING DETAILS 1L____ JL I I I _JU I I I I JL---------_ __-----====y LL====_ 1T_yI 1 = 6 DESIGN LOADS&CODE INFORMATION 6A TIE-DOWN DETAILS&MISC. DETAILS ALL RIDGES TO HAVE A 6B STAIR CODE DETAILS,STAIR CROSS SECTIONS CONTINUOUS RIDGE VENT ORIG. COPYRIGHT DATE&JOB NUMBER: 11 7 TYPICAL MASONRY FIREPLACE DETAILS SYSTEM. FOR ALTERNATE -7-24-03 03080 ATTIC VENTILATION SEE BUILDER'S SPECIFICATIONS. TowNSHiP: ROOD FROr— I LE COPYRIGHT WARNING: All Scholz Design drawings are copyrighted and protected under Title 17 of the United States ALL SADDLE FRAMING MUST EXTEND A �'TM° STATE: SCALE: Va 11 = 1 I-011 Code. No part of these drawings may be reproduced or MINIMUM OF 16"PAST THE FINISHED WALL { � transmitted in an form orb an means electronic or CONSTRUCTION. SADDLE,VALLEY AND BLOCK, LOT; CLIMATIC AND GEOGRAPHIC DESIGN CRTTERUi y y y " VERTICAL WALL MUST BE COVERED WITH f mechanical, including drawing, photocopying, recordings, or any A PROPERLY INSTALLED ICE AND WATER SUBJEI'�T TO DAMAGE FROM information storage or retrieval system, without the written SHIELD MEMBRANE TO PREVENT ANY TITLE: ICE SHIELD authorization of Scholz Design. These drawings cannot be used INFILTRATION OF WATER. MASONRY AREAS TRAM\/CND WILDER5 GROUND WIND SEISMIC FROST WINTER UNDER- AIR MEAN SNOW SPEED DESIGN LINE DESIGN LAYMENT FLOOD FREEZING ANNUAL in any manner to create new, modified, or derivative drawings MUST BE PROPERLY FLASHED AND Lo Maision LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED HAZARDS INDEX TEMP. without the written authorization of Scholz Design upon COUNTERFLASHED. 5 90 B SEVERE 12" HIGH PRESSURE N/A N/A SEE LOCAL N/A N/A purchase of the Construction drawings. An violation constitutes A 55 )ALJ LO S TRTD.SILLS ZONING infringement,which is subject to civil and criminal penalties as WINDOW AND DOOR GRID PATTERNS prescribed by law. MAY VARY FROM DRAWINGS PER DRAWN BY: JOB NUMBER: SHEET NO: �� MFGR.'S SPECS. DC7 I50R DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 5-26-13 1/411 © COPYRIGHT - WARNING © SCHOLZ DESIGN, ALL RIGHTS RESERVED ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS, BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS, A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION _ FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS,AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUN DER. I GENERAL NOTES SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET 4A EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS LIL OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE GROSS SEDT. '4E3 AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REQUIREMENTS GR055 SEDT. 4� FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT J d L1 I J Ll` 1`I I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF -- x_._11-_.�l_1 L1 l� I _1_L_LL_1 L-1--t_. -I1_I-a__L_1 1-L_L I_j� 1 L_+- -L;..L�_J L 1_T.___Ll_1 L.f �31__T _ j ._l L_ j l__1 Lkil GRO55 5EGT. PARTICULAR JOB REQUIREMENT'S, PREPARATION OF DRAWINGS FOR ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL � _-I �- I I.� __.l.-�� 1.L._..LL.� u_ L-_1.1�__l__ f 1_� ._� 1� _ SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE Ili lilld BUILDER RESPONSIBILITY. _ 111 ' 4c I�! L_�1�E l�yL�`l-J_I-1d «_ �_� _ L_1- _��_1_��-..-_��� ._f.__ �L! _ -�-�- - ( �. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 4D 12 ,+I� ; '` L� L I f I�L�I�� I 1.1 -ULLIUL -�LLLJV I'1-1-11L.'L �-� LUL-ilJid 1_J LiUU LJ 11-1�_11L I -� ���v� t.l ,I J n DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 1 LLL{t4 I-T-1-) L f LLLILLL-------�-- '---LLLIII 11IJJJ--- --�++---tt1 I 1 ` + i I , I + I I I `� ( f ` I ` I ( I CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN Z� L fLLt L1-111-L.-. _ __�"___I.__-L1-)._�.,�111_1 f t ! 'ULL1--1J.--�.i_f- � �1J�-L.+�_�1�_ � � l 11ALL 1 ��_1 J...d j j__J�_1 1__1_! -.Ll�1_11�_u�-.�._1._,_�_�___1�__1. 1 �'- SPECIFIC UTILIZED M A VARIETY OF LOCATIONS WITH A DIFFERENT GROSS 5EGT. I � I I 12 i ( I ( ! I I ( I ( ( I ` It i I I -I i i 11._..-L__ �__�• -1 -LJ L�1�l l_J 1,1��1 t�-L���L L_I_L _ iLJ-L�J- Lt�-1__j.I. J-L 1-1.1 J�JL.1-I_.] SELECTION OF MATERIALS. BUILDER MAY NEED TO MAKE ADJUSTMENTS IN l L J 1 1--1 1 J t L� ! f DETAILS AND DIMENSIONS. L „�-.�,�._L_-l_�L�_ ___� _j_J_I__- - �J_1 L 1.L ',_ I 1.__ Lj�l. I 1 I t. �1 _ I_ -- _�l_ _ -1 THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS L_l-� -L_ L d_ _-._�...1 1 _ j_��_ J - 1_1 -- 11 J.�j)�J-1_1--L..l_,L.-1 1. _I,�__d 1I.�.(,j�_-.d_-1--1�. .1 L_ j.�1.� _ (�__ - - •- 12._l-1 ! l-_l _i._L_!.-.a__�4__ la}...1-.1___ (__J L..1 _ _ .� I I 1AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES�_-..1..._.� . _ _ .__ _ . ..._1.1_._1�._11.___1__I._�._C__11__ 4G 1_«_�1_Ll 1�_1.11_�.1.1.1_��_ Ill 11�1�1.- �I._11.1�. .�._1 _�1__ � 1.1__.1 ._. .__ ._ _._._ _..� . _. _ ._ _ �� 12 ; 1 1 1 1 I I I I I I I I I I I I I I i I 1 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 III I I I I I I I I i I I ► i I I I I I 1 �-__1_�__�1-_I.�A �l �-ILI I a_1� 1.!__I_L_11__�.�i_�___1_.1.�1�-�f�_ to T/ hDO. ! _1_L1 Lto I.t�_ I t-11-_1.1_.1�x_.1.1�_L1.1_ 1-.LI R.O., TYP. I oto 4� (71 �1w._�LU11--L1__ 1- 4G L_LL1 1. 4 0 4G cif .11 Lt_L�X11 1LI 1-1-.-Li1 .L..L_I.1_LJ ___1.1_ - LO PO 12 1._.1�1__ L1.�11_L1__1 L_1m11_�._�.1 . 1�. 11_ U LliYla_ 11__11_ II 11 111I__` �l11I_1 �l� L�I�1J�L11 L-1.� 4 L L1 L --J_ _ _1_1111 ILLI LAJ V, � o Lj -1 - 1 'G w � w � E HORIZONTAL LAP SIDING ( J Q = _ � II � o tn' CD fy Jv J U LLLJ z Q Q m Z Z J C) O 0 :2 LLI wN a� D J O 4-7 I 3 O O U - ._. to Ln U") 0 EDA O REAR ELEVATION- SCALE: V4" 1"_0"" 4z .»+ ARCHITECTURAL SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. Member GENERAL (NOTES REVISIONS NO: DATE: ARKS: BY; -26-1 REMWORKING DW65. DG ALL STEEL LINTELS ARE 3 1/2"x3 1/2"x 3/8"UNLESS NOTED OTHERWISE. ALL RIDGES TO HAVE A CONTINUOUS RIDGE VENT SYSTEM. FOR ALTERNATE ORIG. COPYRIGHT DATE do JOB NUMBER: ATTIC VENTILATION SEE '7-24-03 03080 BUILDER'S SPECIFICATIONS. TOWNSHIP: ALL SADDLE FRAMING MUST EXTEND A MINIMUM OF 16"PAST THE FINISHED WALL CITY: STATE: CONSTRUCTION. SADDLE,VALLEY AND VERTICAL WALL MUST BE COVERED WITH BLOCK: LOT: A PROPERLY INSTALLED ICE AND WATER SHIELD MEMBRANE TO PREVENT ANY INFILTRATION OF WATER. MASONRYAREAS TITLE MUST BE PROPERLY FLASHED AND TRA1/GO BUILDERS COUNTERFLASHED. L-o Moison A 38 WINDOW AND DOOR GRID PATTERNS MAY VARY FROM DRAWINGS PER DRAWN BY: JOB NUMBER: SHEET NO: MFGR.'S SPECS. DG I SOR DATE: SCALE: I © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 I/4" _ . .�. �, © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS 2 OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO 4A� ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME GRO55 5EGT. LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL 4 USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE T PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN 4D ! I , ( f NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION Z� �1-� - _ - - �.�_L-��-�--11 � U FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF f { 1 I I i tI111--- I I III Jl FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES GR055 5EGT. �� BUILDERS REGISTERED BY TRADECHOLZ i0 USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS. SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH _u / -LJ-I 1-y r THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY it i�(��-I ! I -E-i { - fM f I�I ! -1 �!! ! �� I_ !I + I I I I I + (( I I I ` i I ( ASCERTAIN THE BUILDER'S CREDIT AND DUALITY REPUTATION PI THEY I iL ( IL Ii 1► 1 111 Il JI 1[ 11-i1 ( I IL IL/ ' '_��._._L1_, �J_�i 1.!-L J�_J-1_1--L I.1_.._.i�_�_i1� � r �,j.....1 -J�� WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE I Z $��� L1 L.�-�1 �_1 �- -�-j� luld � -- �� �-� �- ��� � Itill -�u REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR I I i ( I I I ( ` I I ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY k/! ._l � I I I Ill.] _3 ! 11_ _...1-1-�. � _11.._t..l_ RELATIONSHIPS WITH BUILDER _L �1_ _LL I _L1 L�I-L- I__Jil1-_ iI I --! I IG )�1�.L1� � I� GENERAL NOTES i1 LL-_ �� SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 1 4G ! I I ( C I ! I ( y I ! ( f I I I l I I I I I ( ( I I I I I 1 ( I ( I I I (+ ( I ` I I I I STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH - ---��l.11l---- REQUIREMENTS.BALDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE - - _ -- - _ - -- AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REQUIREMENTS. STUGGO 16 ! I - - - y!-T- 51M. FOUNDATION AND ELECTRICAL DRAWNGS ARE ONLY SUGGESTED LAYOUT I ( '� 12 FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF _1-L PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR =BRIeK VENEER° _ - 8 ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL � - -` r - - _� SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE L I _ W _ /_- ' _v - - _ ( 4G 11 1 11 I 1 BUILDER RESPONSIBILITY. ;�-(I 51 M. I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 1 n _1 DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT - I -, `I-��, I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN �--J Si -�•� v � J.-J DETAILS AND DIMENSIONS. THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS INCLUDING BUT NOT LIMITED TO NAILING, CAULKING, FLASHING, PAINTING, YAND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER Y SUPERVISED WORKMANSHIP FOR ALL TRADES LO HORIZONTAL LAP 5101NO ® p > LLJ -_ - W .2 LLJ Li f}- cf) (n 2 L f Li W °' (D t j E (n J v R16HT SVE ELEVATION. 0 QSCALE: /4,1 _ II-GTI � z !r 0 (n J _j J J Ld z Q Q p v m Z Z J 0 0 O (n 00 c1b2 v i Ld wLl D C)w V 0 1 "_ N d } N 4A IV i 0 Opiat 11 U 6RO55 5EGT. _ �,` Ln U co E O 4E O GRO55 5EGT. .l__ � Re L1_.1�._L_I1 -_- 11-111__1_!__l._.�_.._l lI.l._l._l_ .�.1� 1� t 12 8� 1 i 1 tesi::•�,� � � t _I1_I�-�! L1_11 __.�l� 1_�_1�1� L_ I_X1 .1 -�_( .�...�_-IL11 _(_1_.1a-111._ id.1- 111_ 1. 1- !._l_L_I.l_.1111J L I. _l _i1_ ,- 1 L1 M I_I_�__1J -�-1L1_1-��-IJ iL. l-l� -L _J LL1_1L__.u- ..� Lj � _ � � I-L.� ' �OF'� °_�._..�....�..�.._�L1�._.�.L...�.L�_J..LJ_�__�__�-.Ll_[_��.� L.t_ 1--1_-i_1.1- �1� I I I I I . ��-��1� I I I I � ���-�-.1.1--�•�-1-� ��.L_J .L�. 17x__11.11 I_1-1-11__1 -1 I.1�`�I�lL Ll 11-.x-1-1 11._l_1_..I ILLLILiL1_l_ J __I l_�LL _L_�1.�_� �L , _UE u _�._ _l_ .�1_.�1.1_l �1._ SIM. L.1.1 1_.L _1.1-AL. UL.-1_-Ld -_1_l.-1_.1 _J_.!_ .1.1.._ --- ---LJI �.1.1-.-!L_L1___.-,__. _ , _-1t L.L11�1��_ ,, �;L _.__LL.1.._L_l.L= 11.1__ll �� _L�1_l_1_1ill-I����L���.�1_Ll_ . 1;f.J� _-�__LLLUIJ_1 L�1L_1.1J_l ll� L 1 L��L_l�tl_l-.i��� _1����.1_����_ � a_I.1- IL 1___l. �l -1. 1 I_l. I _�� _l�l-L�-� ARCHITECTURAL 1��-_�1 L-11-1..L 1�L1.0 _ it�l_I.1��..1-__L�_1.1_�.L � �__I-. 1.1__1 1_.I 11«1- __�L_ 110 - �L11�1.1_L vll� � SERVICES, L. L. C. 11--11�� 14 'Ij. 11J--1.11__1 Ll_L_LI_J 11 L� I�� Ll_I_ I I__�_1-..Lu1�1J�11�� 1 ILLl_f. 4-1 . >-1 1-L1-�- ,�,) , l�-L� , (.� . .L� �_I �) .L� L���1 �. . . . . , , . L�I L 1 Joseph A. St. Jean, Jr., R.A. • Member r� _jjGENERAL MOTES REVISIONS NO: DATE; REMARKS: BY: _ -26- 3 YVORKING VNI9 •. DG HORIZONTAL LAP SIDING - - -- -- - - =- - ---- ALL STEEL LINTELS ARE 3 1/2"x3 1/2"x 3/8" UNLESS NOTED OTHERWISE. ALL RIDGES TO HAVE A CONTINUOUS RIDGE VENT DRIG. COPYRIGHT DATE k JOB NUMBER: SYSTEM. FOR ALTERNATE 1-24-03 03080 ATTIC VENTILATION SEE BUILDER'S SPECIFICATIONS. TowNSHIP: I +' ALL SADDLE FRAMING MUST EXTEND A CITY: STATE: I - MINIMUM OF 16"PAST THE FINISHED WALL - - - CONSTRUCTION. SADDLE,VALLEY AND BLOCK: LOT; VERTICAL WALL MUST BE COVERED WITH A PROPERLY INSTALLED ICE AND WATER SHIELD MEMBRANE TO PREVENT ANY TITLE.- INFILTRATION ITLE:INFILTRATION OF WATER. MASONRY AREAS TRAVGO MILDERS ' I T MUST BE PROPERLY FLASHED AND COUNTERFLSHED. � moisonELE /A71ON A 35 WINDOW AND DOOR GRID PATTERNS MAY VARY FROM DRAWINGS PER DRAWN BY: JOB NUMBER: SHEET NO: MFGR.'S SPECS. DG I30R DATE: SCALE: 1 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 6-26-13 /,4LL © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS, BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS, A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE, ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE I „ I PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN 5'-0" 14'-4" 8'-3" 4'-0" 12'-3" 10'-4" q'-4" NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS,AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY 4-2"125 OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH 4-2"15"1 =rc THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY r ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY 111 WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE c� Q REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR GROSS ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY dJ N ,q4A SEGT. <f3 RELATIONSHIPS WITH DAM. O e 't' - 7 d GENERAL NOTES 3-X 6- XT OR cN TN O 2"15"1 2"15"1 2541 w/ 6L. I ERT 2-2541 6Qx 68 5L. 6L. OR. N o1, ' 3-2ci5q SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL L(1 STANDARDS AND CODE REQUIREMENT& THEY DO NOT NECESSARILY MEET i. X(� EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH - dJ O SGHOLZ DESIGN 3"� SIL. REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS o a EGRESS BH-23 5%4"Xa%4" OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AL-L RIC-AM RESERVED PIPE GOL.J BH-35 5i4"xa% AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, PARALLAM PARALLAM CLIMATIC OR USAGE REQUIREMENTS. 4X6 I I 1 I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT ' 4N. I I I \ FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF Ll 23'-5" I 5 I D "1'-3" 4'-5" 2O'-7" 51,E I,'-q., n = 5�" — — — — —I -B-" — — — — PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR _ 2 ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL ITGHEN COMBINED SPADE I _ I I I I SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REWIRED, ARE 20'-6" X 20'-PJ" I I TN T BOOM 1- I _ BUILDER RESPONSIBILITY. W W � � MORN I N RM. I x -a" X 17'- I t�AST�1z Br=yR00� I =� } I _ IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL L1J �`r Q 2 STORY GLG. I N I DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING � � O 2Q I I I In I I 17 -8 X 13-2 I I (Y1 CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN N TRAY GLG. SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT NOTE: GARAGE-DWELLING I Q I I TN (X I m Q/ I I ® I I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN M 0- I I SA I I DETAILS AND DIMENSIONS. SEPARATION: 5/8" TYPE X "" I� `--J Q m Q GYPSUM ON 6ARA&E WALLS, I =� O V z I O O I I I — — — — — — — — — — — — I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 0 X GEILIN6 B AROUND SUPPORT I N Q = I / \ I INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, c BEAMS, B MIN. %2" TYPE X I X -I O • Q I O I I I / \ AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER N - - - - - - - - - - - - - - - - -� Q U) -1 6YP5UM ON OPPOSITE 51DE = N N � H O °I I LLJ In O O I I 10" BOT' Q� BH-33 5%4"X14" SUPERVISED WORKMANSHIP FOR ALL TRADES, O -I CD I m N N J I �* 3"4) 5TL. TUSCAN DOL., O Q OF WALLS. OPENIN65 IN GEILIN6 I �I Q L ' '^m I w I PARALLAM - 2'-O" d) Qz ARE NOT PERMITTED. fy w 26 �� ; PIPE GOL. I TYP. o °x � < I ox � � 5'-3" 3-8 2'-I" 2'-4" 4 - - - - - - - - - - - - - - - 6x6 : 30 3-G.O. In ro mLL I - - - -_ —_ = BH-28 --- RBS 0 6141..L�fY (3)2x12 r------- --------------------- 32 ---- ---------- = I = 3-G.O. -1 rf, �'-II" 2'-1" 5'-O" 6'-2" i 2 4'-I" �„ -KNL I I D rJ I" 51„ I I 4._O I" �'_8 I d PARTIAL `� II _ - SEGT. 4D © > �+ m ' x cn I I °m 26 Q ©o®5A �n WIG 6 6 WIG -1 AQ /� Q, I 2 2 r N �LLw 3 GAR C7ARAC7E I r- — 30 6x6 I� i °�' °I,7 I I ' N = �z C) w c o �t I W IY 4x6 I — — X I 2t m L------- > 23 4 x 3"1 O I -' `p = REF PR #1 '�' I > o I w m � — _ 5H\/S. = 3QG.0. i ------— ---------- ' <t 0 N o cf) - - Ln R B 5 w F- y w O L — — — 0 2a 2$x°1 w �, aD f'ytN 3"4) 5TL. �lI I — — - - - - - - - - - - - - - \ � - - —_� 1— 3- - of � 0 � E PIPE GOL.- I I — — \ / I I BH-32 (2)2x12 = (A _j o 6B X l I I I N - = a = F \ / I"1'-8 " j 3' S.. 5 „ II'-4" 5 �, 14'-5" / II - I �� I 14'-I" I I I 2 2 5'-O" '-5"TER T�-I TN '_ J D I 5 a'-O I 3'-10 I S I„ 3'_6 I Z o tn0 Q O < m I I I I I I J w z " �: = I I I I =� - - Q o V I N ING I o I I I I \ 2t ° N O � X 11'-3' x 13'-6" I 14 4 x 17 10 I = \�Q �0 � C� O X = I VAUL TED DLG. I CUSTOM DLG. Jy T ' Z J N o i I J AUL Eo GLG. (n o U) _j I� O O - 1 r — � = I I v I I m � Ln - o 0 w vvi �, I cv r— �'_ / I I \ N I °N I I CQ Q<. 66 ' o 6- 1 dJ O = m < ml� O\ _ I I I 2q I J I LIVIN& I I 3)2x12 m O 3 N 4x6 14'-0" x Iq'-2" I I I << , _ (=j Ln / \ I cn GATHEDRAL GLG. I I I _ I O cz I 2-2a5a BH-3o 2-2a4� (� R �I T / I I \ I I (3)2x12 cV , O wz `F // I I \\ I I = N I I O(N r > 'iD A� 28 � 0 x ,D 3"IP 5TL. I I I 4E BH-31 -KN GROSS Q PIPE GOL. / I I \ m m � -38 X � � ------------ SEGT. k: GR05 - (2)2x12 — — i�l — , ;# �, I (2)2 12 Ras O SEGT. ' _ — � 2g5g 2g5g 2g5q 2g5g , -7 �t «� 1735 IN . 6QX 6$ F DR 3 GU5TOM AR HED TRANSOM W/ ARGH D �El 3 2g5a TRANSO GRO55 SEGT. 4'-4" 10'-4" 4'-4" 5'-8" 5'-8" 4'-8" 6'-O" 3'-O" a'-6" 7'-6" I'-4" 3'-6" 2'-6" 8'-6" _7'-6" Ir Ir 5'-4" la'-0" 11'-4" 13'-8" 1-71-011 13'-8" 16'-O" r1r,"It,IIIIII ARCHITECTURAL 4A SERVICES, L. L. C. f=L00R SOT5 GENERAL NOTESJoseph A. St. Jean, Jr., R.A. f= I �� PLAN Member SCALE: %4" = 1 '-0" STRUCTURAL HEADERS: (2)2x12's UNLESS OTHERWISE NOTED. REVISIONS HEADER BEARING: (2)STUDS UNLESS OTHERWISE NOTED. NO: DATE: REMARKS: BY: WOOD POSTS MAY BE A SOLID MEMBER OR AN EQUAL -26-I WORKING DW65. DG SQUARE FOOTAGE BREAKDOWN BUILT-UP OF STUD FRAMING. FIRST FLOOR LIVING AREA: 2819 S.F. - -_ TYPICAL CHANDELIER WEIGHTS USED FOR STRUCTURAL SECOND FLOOR LIVING AREA: 957 S.F. ENGINEERING PURPOSES ARE 500#AT A SINGLE-STORY TOTAL LIVING AREA: 3776 S.F. CEILING,AND 750# AT A TWO-STORY CEILING. BUILDER TO — —- - VERIFY WEIGHT&LOCATION PRIOR TO START OF -- --- -- CONSTRUCTION. ORIG. COPYRIGHT DATE& JOB NUMBER; GARAGE AREA: 934 S.F. 7-24-03 03080 BONUS/FUTURE AREA: 629 S.F. -- SEE ELECTRICAL DETAIL SHEET FOR ADDITIONAL SMOKE TOWNSHIP: ALARM AND C.O. DETECTOR INFORMATION. ALL INTERIOR WALLS ARE 3 1/2" UNLESS OTHERWISE NOTED. CITY: STATE: ALL EXTERIOR WALLS ARE 5 1/2"UNLESS OTHERWISE NOTED. BLOCK: LOT: SCHOLZ STANDARD FOR TEMPERED GLASS NOTES SEE SHEET 6. STRUCTURAL NOMENCLATURE nTLE: FIRST TWO DIGITS=TYPE OF MEMBER, 9'-1 1/8"CEILING UNLESS OTHERWISE NOTED. TR>�A1/G0 BUILDERS FOLLOWED BY OUR CALCULATION NUMBER Lo Mollson AND THEN THE STRUCTURAL INFORMATION. BH : BEAM/HEADER 6'-8" DOORS UNLESS OTHERWISE NOTED. PC: POST/COLUMN 1St 3S CF : COLUMN FOOTING WINDOW NOMENCLATURE BASED ON PELLA ARCHITECT PF: PERIMETER FOOTING SERIES. DRAWN BY: JOB NUMBER: SHEET N0: EXAMPLE: BH-21 W8x18 STEEL BEAM WINDOW AND DOOR GRID PATTERNS MAY VARY FROM DG I30� DRAWINGS PER MFGR.'S SPECS. DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1/4" .cv""6rw-ro-iw� © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLE SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 5g'-04„ A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN 1q'-5" I1'-3" I I'-4" 4'-10 " q'-5 " g'-5 2'-0 NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 12'-2" 4 I6'-O" FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, GU5TOM ARG ED TRANSOM SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABIUTY FOR BH-21 -74„ O M516N (2)2X12 1 74„ ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY c�C��i�`, ^ RELATIONSHIPS WITH BUILDER. (Z 7171'7 1 I R I RNED O �A !5EGT,S GENERAL NOTES 2-2g5ci 2-2g5q 2541 2-2cl5cl I I SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET J, -. - - _ ---------------------------------------- I I EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH EGRESS I BH-Iq I I I I REQUIREMENTS.BINDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS I i EGRESS Q; I I BH-2O EGRESS OR CHANGES NECESSARY TO MEET SUCH INTERPRETAIIDNS OF STATE (2)2x12 I � �� � I � (2)2X12 I OPEN O 61ET I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, 24 I I 2 _8 O I (� I CLIMATIC OR USAGE REQUIREMENTS Ln 1 d I G m I ROOMBE 0� I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT J (Y CD FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF --- ly_ I Q I - _ 1 PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR I � JJT J d N I i °I 2x8 G.J. ABOVE �t I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL FuTu V I E 5�v T N 15E RO ' M 2 I 1! ® 16" O/G I SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE BEDROOM 3 BUILDER RESPONSIBILITY. 12 X10 x 13'-4"- I I I I -q x13 4 -I(V Fc ° 11'-3" X 26 -try IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL d I I 1 DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 12'-II" m 5'-O 5 II'-4" 2 -I" 6'-4 2 -1 II -10 m 52 I 1-7I-q" I'-8 5 " CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT I j -� 6 6 rJ I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN � O N 2- {,,I /1 2- I I 2 DETAILS AND DIMENSIONS. r 1 i I I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS I 0 Q © _ 5-5 5�_4, I I INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, 1 5A O SA SA -; I � I AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER 2� v = ` J I I SUPERVISED WORKMANSHIP FOR ALL TRADES. O ® � LINEN LINEN N ® 2'-1011 12'-O" 2'-10'" I 0 HIP BR 3- -` 3Q �� - - - - -� - - - - i �_ F-_\/E -1 I 0 ® _�I I (2)2o DBL. DR. (2)22 DBL. OR. ® ® PAR LAx11%4" GO 5A Lp N I I GO 5A =Try PARALLAM I ,� `t i LSKY J I 3Q I OUT-OF-SEASON STORAGE `t p 1O'-4" 5 „ 5'-10" 6'-O" 3Q ° SL.GONY I M I T �7 m > m I BH-1-i, 1-1A 5V4"xl2" ' I — — PARALLAM — — — I ° ATTIC SPACE cA ® I S N M Of — —� — — — — — — — — — — (2)2�DBL. DR. (2)2�DBL. OR. (2)22-DBL. DR. cv I PARTIAL 6 w \ COMPUTER x ,- _ BH-15 5%4"x11%4" i SEGT. > s 1 - - - - - - - — R85 R$5 R✓�5 fV 6-G.O. u> I w F-- w I 1 \ � - - - - ------------- --------------- -------------_ o =11v PARALLAM I N o W I I I \ Ll - - - - - - - - - - - U 2 y m -------� w 0 aT cn i B0NUS Room � \\ �� // I BH-16 1 � - � o ~ i F-VELUX7 I 14'-6" x 25'-4" I r — — -I \ / I (2)2x12 I (n Q o F- _5106 1 I 14'-6 I„ 5 „ 5 / _ I I 5 13'-2 I" 5 " 15'-6 I„ 5 I „ x O i 2 1 3, 5„ � I II'-4" I ��� � 14'-51, 1, 3" 14'-I" � ° 2 � 2 2 C� - - I I o#r=N T / I I J o 2 I o f� Q 1 I O P I E BSO = 1 I I I J W z cv I I Q p Z i N I I I -' I I I I O tv °° CD I 2x& G J. ABOVE I I I V I N I N& BELOIN 2x6 G.J. ABOVE �/�+. 1 ® I6" O/G I POT .i.� � LO O w i I I I I I I o - � F - � I OPEN TO - - - - LD o U I - N 't N I 1 I / I I \ cv 11..1VIN& 5ELOW I f�� N O i I V5106 O 3 1, = I �SKYLT _ 254-rcn cn O I I I I I GR055 = - SECT. 3'-10 „ �D .o / \ I I GROSS Cie SEGT. 4E I �, 17 R055 SEGT. GRO55 2547 `i 4D 2541 ' `. '.. 2g5q SEGT. _ OF F 3'-11" 11 3'-6" 3'-11" 5'-11" 31- 6911 4'-3" 2'-q" 31.6" Ir 7'-5" 11 11 Ir Pr 5'-4" I q'-O" 11'-4" 1,31-all17'-O" 13'-8" 16'-0" 3 I 4B 4p� { GROSS GROSS SEGT. SECT. ARCHITECTURAL GENERAL NOTES SERVICES, L. L. C. STRUCTURAL HEADERS: (2)2x12's UNLESS OTHERWISE NOTED. Joseph A. Sf. Jean, Jr., R.A. Member HEADER BEARING: (2) STUDS UNLESS OTHERWISE NOTED. WOOD POSTS MAY BE A SOLID MEMBER OR AN EQUAL REVISIONS BUILT-UP OF STUD FRAMING. NO: DATE: REMARKS: BY: 5�G0N=0 f=LOOR PLAN. -26-1 PORKI� DYV5. M TYPICAL CHANDELIER WEIGHTS USED FOR STRUCTURAL SGALE: %411 = I'-O" ENGINEERING PURPOSES ARE 500#ATA SINGLE-STORY CEILING,AND 750# AT A TWO-STORY CEILING. BUILDER TO VERIFY WEIGHT& LOCATION PRIOR TO START OF CONSTRUCTION. SEE ELECTRICAL DETAIL SHEET FOR ADDITIONAL SMOKE ORIG. COPYRIGHT DATE JOB NUMBER; ALARM AND C.O. DETECTOR INFORMATION. -1-24-03 03080 TOWNSHIP; ALL INTERIOR WALLS ARE 3 1/2"UNLESS OTHERWISE NOTED. ALL EXTERIOR WALLS ARE 5 1/2" UNLESS OTHERWISE NOTED. CITY., STATE; SCHOLZ STANDARD FOR TEMPERED GLASS NOTES SEE SHEET 6. BLOCK; LOT; STRUCTURAL NOMENCLATURE FIRST TWO DIGITS=TYPE OF MEMBER, 8'-1 1/8"CEILING UNLESS OTHERWISE NOTED. FOLLOWED BY OUR CALCULATION NUMBER TITLE. AND THEN THE STRUCTURAL INFORMATION. 6'-8" DOORS UNLESS OTHERWISE NOTED. TRAV O BUILDER5 BH : BEAM/HEADER Ila Moison PC: POST/COLUMN CF : COLUMN FOOTING WINDOW NOMENCLATURE BASED ON PELLA ARCHITECT PF : PERIMETER FOOTING SERIES. /fit 35 EXAMPLE: WINDOW AND DOOR GRID PATTERNS MAY VARY FROM BH-21 W8x18 STEEL BEAM DRAWINGS PER MFGR.'S SPECS. DRAWN BY: JOB NUMBER: SHEET NO: DG 1301k © SCHOLZ DESIGN, ALL RIGHTS RESERVED DATE: SCALE: :2A 1/4�L © SCHOLZ DESIGN, ALL RIGHTS RESERVED © coPrRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SGNOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATIONUPONRECEIPT AGREEMENT, AND SHALL BE RETURNED TO SCH0 ° PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHdZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS, O A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME 6FG I LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL GFGI USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE \ FINISHED PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN \ BATH NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION ATTIC USE FOR STORAGE HABITABLE SPACE O GFGI o FROU AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF OR SERVICING EQUIPMENT FGI G I FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, BATH DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY ' ATTIC ACCESS WEATHER PROTECTING COVER OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH BAR SINK D THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY EXTERIOR / � ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY ��. WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE DOOR � HABITABLE ROOMS $ � — f � GFGI REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR BATHROOMS, HALLWAYS 1 G�'`RP`GE w LAUNDRYr DECK WITH ISLAND ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY EXTERIOR � EXTERIOR DOOR FM7 SINK 10 FEET OR MORE RELATIONSHIPS WITH BULDER. < 6 FT. REGEPTAGLE OUTLET GENERAL NOTES STAIR AGGESS� / OTHER THAN GFGI TO GRADE / / OVERHEAD DOOR < 6 FT. GFGI SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL GFGI o STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET NOTE: SEE ENLARGED PLAN EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH _yATHIS SHEET FOR OUTLET REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS / STAIRS GFGI ° DIMENSIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE GFGI AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, \ FIRST FLOOR KITCHEN CLIMATIC OR USAGE REQUIREMENTS. FURNAG GFG I EXTERIOR UTILITY UNFIN15HEO STORAGE OO FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT DOOR AND UTILITY AREA FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF ROOM PARTICULAR JOB REQUIREMENTS, PREPARATION OF DRAWINGS FOR BASEMENT O O ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE GFGI BUILDER RESPONSIBILITY, PATIO GFGI REF GFGI IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL F4tDIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING BASEMENT STORAGE AREAS AND CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN NEAR EQUIPMENT REQUIRING SERVICING GFGI SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN INA L L S A I T G H-G O NT�' O L L E fl LIGHTING OUTLETS BASEMENT DETAILS AND DIMENSIONS. HALLAA**f'05 THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS /� INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, 5G/-"lL�: 611 _ I I_OII GFGI (+42" A.F.F.) SCALE: 3/!II = I I_OII AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER V SUPERVISED WORKMANSHIP FOR ALL TRADES. GARAGE BENCH 2'-O" I'-p" 2'-p" 21_011 4'-O" to 4'-O" GFGI (+42" A.F.F.) i o MAXIMUM ALTERNATE LOCATION MAXIMUM u O O FOR ONE REGEPTAGLE TO L GFGI o 51 K o GFGI GFGI 36 SERVE BOTH LAVATORIES 36 ® D a� GFGI O O 6FG1 GFGI F OTEGTEORECEPTACLE OUTLrTS �, > NON-ADA BATHROOMS I ND I GATED ° o' o o v``'iLO w SCALE: 3ie?" = II_OII > 2'-p° M ry 2'-0" w w ----------- ----------- > o 6F61 4'-O" V)11-011 Oil ry ]��aJC/) s lk- Receptacle Outlet Locations w a) DESCRIPTION QUANTITY OR SPACING LOCATION 0E NOTE J o N BATHROOM = GFGI FOR WALL SPACE >/= 24 IN. WIDE; WALL `r (— LAVATORIES = Q = 2'-6" REFRIGERATOR WITHIN 6 FT. OF A DOOR AND WITHIN 6 FT. RECEPTACLES </= 5.5 FT. ABOVE THE U v ry HABITABLE ROOMS </= 12 FT. O.C. OF ANY POINT ALONG A WALL FLOOR; FLOOR RECEPTACLES </= 18 IN. ry Zo N J FROM WALL _ Q 4'-O" WITHIN 2 FT. OF ANY POINTALONG THE J w z KITCHEN WALL COUNTERS </=4 FT. O.C. FOR WALL COUNTER>/= 12 IN. WIDE. Q p 6 C) 21-0' GFGI WALL LINE AND</= 20 IN. ABOVE COUNTER v m z J U U KITCHEN ISLAND OR U � In >/= 1 </=20 IN. ABOVE COUNTER FOR COUNTER>/= 12 IN. X24 IN. M0 _ w PENINSULAR COUNTER J` T �oO w U 6FG I f'� ;s N N HALLWAY >/= 1 FOR HALLWAYS >/= 10 FT. SCALE: 3/411 = I -011 t fV GFGI 2'-0" BATHROOM >/= 1 </= 36 IN. FROM LAVATORY MEASURED FROM THE OUTSIDE EDGE OF NON-ADA N Q o = EACH LAVATORY 0 3 U OUTDOORS 1 IN FRONT, 1 IN BACK </= GFT. 6 IN. ABOVE GRADE WHERE THERE IS ACCESS TO GRADE U ,n ° KITCHEN COUNTER RECEPTACLE OUTLETS LAUNDRY AREAS >/= 1 </= 6 FT, FROM APPLIANCE - (n FOR BASEMENT WITH FINISHED HABITABLE O 5GALE: 3/811 = I I-011 BASEMENT >/= 1 SPACE, ONE OUTLET FOR EACH SEPARATE ,I UNFINISHED AREA GARAGE >/= 1 _ _ ED An } Qe��� t •ren HVAC EQUIPMENT >/= 1 </=25 FT. FROM EQUIPMENT - FIXED � SLIDING "�� ADA ITEMS 5, 12 FT. 12 FT. 6 FT. PANEL BUILDER TO PROVIDE GROUND-FAULT 12 FT. 4.2.5 FORWARD REACH: MAXIMUM HIGH FORWARD REACH IS 48". CIRCUIT INTERRUPTER ALL OUTLETS AS ri OF 12 FT. MINIMUM LOW FORWARD " REQUIRED BY THE NATIONAL ELECTRICAL FI,, FT. 4.2.6 SIDE REACH: MAXIMUM HIGH SIDE '; EACH IS 54REACH IS 15". CODE. MAXIMUM LOW SIDE REACH IS 9" BEDROOM ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15-AND 20-AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN 77 6 FT. s. . ARC-FAULT CIRCUIT INTERRUPTER LISTED TO 6F 6 FT. 6 FT. PROVIDE BRANCH CIRCOT TCTION OF THE ENTIRE SMOKE ALARM AND CARBON MONOXIDE ARCHITECTURAL LIVING F I REPLACE DETECTOR. SERVICES, L. L. C. AREA CO DETECTORS ARE REQUIRED ON EACH LEVEL THAT HAS A BEDROOM,AND MUST BE Joseph A. St. Jean, Jr., R.A. WITHIN 10'-0"OF EACH BEDROOM DOOR. Member ----------'- REVISIONS 6 FT. 6 FT. 6 FT SINGLE STATION SMOKE ALARM/CARBON N0: DATE: REMARKS: BY: 6 FT. 6 FT MONOXIDE DETECTOR AS SHOWN ON THE -26—I WORKING DW65. DG 6 FT. PLANS. ` SINGLE STATION SMOKE ALARM. 30 MIN. BEDROOM 6 FT. � , RADIUS REQ'D. Y 120V AC ORIG. COPYRIGHT DATE k JOB NUMBER: 12 FT. 12 FT. I �-24-03 03080 INTERCONNECT ALL ALARMS IN SUCH A TOWNSHIP: 12 FT. 6 FT. 6 FT. 12 FT. _ \ / MANNER THAT THE ACTIVATION OF ONE —� - O i ALARM WILL ACTIVATE ALL ALARMS. CITY: STATE: 4I BLOCK: LOT: DIMENSIONS SHOWN ARE MAXIMUM SPACING OF GENERAL PURPOSE RECEPTACLES - 'GFGI ,. SMOKE ALARMS SHALL BE INSTALLED WITHIN 10'1 OF EACH BEDROOM DOOR AND ON -�- EACH ADDITIONAL STORY OF THE DWELLING, TITLE: HA51TABLE OO RECEPTACLE OUTLET LOCATIONS EACH a TR�°�A1/Go MILDER5 1 II _ I II INCLUDING NOT NG CRAWL RA LAND CELLARS BUT L� M� (5 O I I 5GALE: /4 - I -O UNINHABITABLE ATTICS.SPACES AND � � I F OTEGTEO RECEPTACLE OUTLETS POWER TO THE SMOKE ALARMS MUST BE A 38 SCALE: %211 ADA BATHROOM FROM THE BUILDING WIRING WITH BATTERY BACKUP. DRAWN BY: JOB NUMBER: SHEET NO: • �G 1301 SCHOLZ DESIGN, ALL RIGHTS RESERVED SCALE: 2 C D� SC © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWNGS, BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS c1cl 1-011 OF THE PROMPTLY UPONARECEIPTROFF ANT,AND SHALL BE WRITTEN REQUEST ROMRNELZ HD LE SCH COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE 25-10" 8'-O" 25'-22f" PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS. PLANS, DRAWINGS, AND THE SOW TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY _________________________ ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY r ------------------------------------ WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE W-10" --------------------- REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR 1 I j ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM 1HIRD PARTY I I� PF-I I I RELATIONSHIPS WITH BUA1.DER. I I �� I r--------------_-----, r------------------------------ -----------�r_____________ I 24 xl2 I i dJ i i I i GROSS QGENERAL NOTES y3A ICONT. PERIM. I I 1 I I I I I 1 I I I I 4A 5EGT. 3A SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL FTR., TYP. I I I I STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET r-------r _____ ___J L_______________� r____J L____________J L____________ _______________________J L______-____ __J I I _________ EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH L -------------- REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS R I 1 I _ I OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE -Kr I I I I mla I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, lz ---------J ------------------- ------ ---------- _I r----------------------- ------, r--------- -----I I r------------------ --------------------------------------------------------------- - I r------� N _ I CLIMATIC OR USAGE REQUIREMENTS. N I I L--- ---U I R I I ry , I i I I I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I I 1 I I I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF I j BH-13 30"X30"X12" GONG. PAD I I I I PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR Ll I I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL REINFW/ (4)#3 REBARS E.W.. - I I i I I I SYSTEMS FOR SPECIFIC SITE CONDITIONS. AS MAY BE REWIRED, ARE Q I I I I I I I I < I I I I BUILDER RESPONSIBILITY. I I I I LL1 I I Lr) I I I I 0 I I I I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL j j I j Z 12„ - DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 0 <Q _ GF-Q 3 (P STL. PIPE COL. ONI I Q I I CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN V m 27 "x27 "x12" GONG. PAD TYP. I I - I I ffl I I I I SPECIFIC UTILIZED M A VARIETY OF LOCATIONS WITH A DIFFERENT I I I I fV REINF. W/ (4)#3 REBARS E.W. I I ICI I I — SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN v Lu I I SLOPE FL. 4" ; X lh U — I I DETAILS AND DIMENSIONS. Z I I TO DOORS ^ GF-8 3"4� STL. PIPE COL. ON 2 -4 I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS O3A I I I I x = 36"x36 "X12" GONG. PAD GF-10 3 5TL. PIPE COL. ON I I INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, R I -I�1 45"X45 "X12" GONG. PAD I I AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER N uJ I I I I BASEMENT ,� REINF. w/ (4)#3 REBARS E.W. - # I SUPERVISED WORKMANSHIP FOR ALL TRADES. - _ � I I I I m GF- 3 m STL. PIPE COL. ON REINF. W/ (6 ) 4 REBARS E.W. I I m O� i i i i `t Z 36 x56 x12 GONG. PAD 4 GONG. SLAB REINF. W/ N 4 a -O j4 mI I I I T Lu REINF. W/ (4 )#3 REBARS E.W. 6x6 #10 W.W.M. OVER 6 MIL - -- i i I x i I 6ARA&E I I M W_ VAPOR BARRIER OVER I I r-- -, I L------- BH-�3 I I BH-14 O I I I I -----�llj 4.. POROUS FILL i 0--+- BH-�I ---+-0-- --- BH_�2 i--- --+--- ---+---0—�-- -- -- m I I 4" GONG. SLAB REINF. W/ r' '� i I I WIOx22 I I WIOx22 I I WIOx22 I I WIOx22 In Z i R 6x6 #10 W.W.M. OVER 6 MIL i i BH-64 I I I I I I I I I I VAPOR BARRIER OVER I -- -- -- --I� I I I ---- I I L__ J L_______ I M 4" POROUS FILL i WIOx22 i i �-___---_-; ---- 'n �i Z v GF-4 3"(P 5TL. PIPE GOL. ON GF-II 3"(P 5TL. PIPE GOL. ON I I > _Lu GF-6 3"0 STL. PIPE COL. ON ' I = w T 51 "x51 "x12" GONG. PAD 48 x48 x12 GONG. PAD = I = _� � I KN 30 x 30 x 12 GONG. PAD -� „ REINF. W/ (6 )#5 REBARS E.W. REINF. W/ (6 )#4 4 REBARS E.W. � I I O m w M m I I (X � 14-10 I I _I REINF. W/ (4)#3 REBARS E.W. W I I I 12'-O I" I .I 6,_8 I, i- I 16'-2 ,I I- I I `� PARTIAL W w ry � j i I 4 -1 -10 -10 -10 2 13-8 I5EG > o_ W r- I- i I I ,---------� I 4D IY V) p C/7 Im = I F-2 3 STL. PIPE GO . ON: --- --- i---- ----i r--- ------� I I r---- --�_l r--- ---J I T I I O r--- ---, I I u I I W � I I I I I I I 1 W "x42"x12" GONG. PAD I I I I I I I I I I I I I I W (,, dCD u z I I BH_65�_- I BH-66 I BH-67 I I BH-68 I I BH-6Q - BH--10 I i — o I RIJ) Q I p i R) INF. W/ (4)#4 REBARS E.W. I —I-- -0--I- ---{---�--I -- --0--� ---+---0—�- -- -- -. .» --�-- -- -- > ; _ L, I I `J�•- I WIOx22 I WIOx22 , I WIOx22 I I WIOx22 I I WIOx22 - - T — I WIOx22 I v Ul R r----- -� J o L--------J I I I I L---- --J 0 I J L---- ----J L__ J L---------J I — a> I I W I I �' O I _ I LL _� GF-12 3"(P STL. PIPE COL. ON I I r GF-3 3"� STL. PIPE COL. ON GF-5 3"QP STL. PIPE COL. ON — — — GF-7 3"(P STL. PIPE COL. ON i i Z o c'n dJ 45"x 48"x 12" GONG. PAD — 42 x 42 x l 2 GONG. PAD I I O m\ 45"x 45 "xl2" GONG. PAD - 36"x36 "x12" GONG. PAD — — " Q i 1 I I REINF. N (6 )#4 REBARS E.W. # — REINF. W/ (4 )#4 REBARS E.W. m �� I J W z O O REINF. W/ (4)#3 REBARS E.W, i i REINF. W/ (4) 3 REBARS E.W. R Q v tM I fn I I � �� I i r-----------� — I m m 1 I 1 I I I I I (�` O U W i - - - I i i i = N i I N V) U a� Q I I I I I I I I W V) I I (D N I i - °Xv i i rely O i i i i Q o O I I ' LL I I I I I In I N 3 = 1 `O Q Q j ' I I 0 m U =1N j I I L---------- ------- ----------� I I --------------- ------------ - I U V) I L------------, I I O � c0 N I I - ---- ------- ------------ I I - 1 �- -- -J UP i r----------- � I I i I I 14--p 5" LEDGE FOR 3A A FRj I i I R �5EGT. Ii I _ 5LAB SUPPORT I N ,fid` 4E i i c0 i -------- ----- -------- -------------- Ii 4D dJ t°�ry3' T �•.� -' I I r I I � �0 I I - � I � _ I I I I , 8 I I I GROSS r-------� i I I i I I I r-- - =Kv---� I 5EGT. m = , L------ ----------� L----------------- ---------- --- --- -------J , 4E I L------- --------------------------- \z- I I 1 O I I R T I ' # GROSS I L----------- ---- -- --------------� I I I � 6" ►, N I SECT. L - -----------_ '�D J L -- J �QT OF I 21-011 8-O L --------------- ---------------------------- I L-I'-4" I'-4"-JI LA `p i L------ ----------J I d N I 3A GROSSL--- ------- -------------- J 5EGT. q'-O" 4'-I I" Iq'-10" 10'-6" 13'-8" 17'-10" 13'-8" 15'--1" r lr� ARCHITECTURAL 4A SERVICES, L. L. C. GROSS Joseph A. St. Jean, Jr., R.A. 5EGT. Member GENERAL NOTES REVISIONS NO: DATE: REMARKS: BY: FINISHED BASEMENT -26-I WORKING DWG5. DG LOCATION OF ANY ADDITIONAL PLUMBING SUCH AS SOIL STACKS,WATER AND SEWER LINES, FLOOR DRAINS,AND SUMP PUMPS TO BE DETERMINED BY THE BUILDER. UNFINISHED BASEMENT LOCATION OF ELECTRICAL CONDUIT LINES AND PLUMBING FOR FINISHED LOWER LEVEL TO BE DETERMINED PRIOR TO POURING THE CONCRETE SLAB. ORIG. COPYRIGHT DATE JOB NUMBER: 7-24-03 03080 FOOTER SIZES BASED ON ASSUMED SOIL BEARING TOWNSHIP: CAPACITY OF 2000#/SF AND ARE TO BE ADJUSTED BASED ON SOIL BEARING TESTS CONDUCTED BY A '�I REGISTERED SOILS TEST LABORATORY. CITY: STATE, FOUNI:)ATION PL A I 5"BRICK LEDGE. BLOCK: LOT: SCALE: %4" = I'-0" SCHOLZ STANDARD 24"PERIMETER FOOTER UNLESS NOTED OTHERWISE. NOTE! SEE SHEET 5E AND 5F FOR LOCATION OF STRUCTURAL NOMENCLATURE TITLE: ADDITIONAL ANCHOR BOLTS AND HOLD DOWNS. FIRST TWO DIGITS=TYPE OF MEMBER, BASEMENT&GARAGE TRAVGO MOLDERS FOLLOWED BY OUR CALCULATION NUMBER 4"CONC.SLAB REINF.W/6x6#10 GA. La Maison AND THEN THE STRUCTURAL INFORMATION. W.W.M. ON 6 MIL POLY VAPOR BH : BEAM/HEADER BARRIER OVER 4" POROUS FILL. PROVIDE R-5 PC: POST/COLUMN INSULATION AT EXPOSED FDN.WALLS OR AS REQ. A 3S CF : COLUMN FOOTING PF: PERIMETER FOOTING EXAMPLE: PORCH: DRAWN BY: JOB NUMBER: SHEET NO: BH-21 W8x18 STEEL BEAM 4" CONC. SLAB OVER DG I 3O� POROUS FILL DATE: scAle © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1/4" © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING 511 ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS, BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SO4OLZ /a" T46 PLYWD. SUBFL. OVER Sia" T40 PLYWD. SUBFL. OVER BRIGK VENEER PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLE SCHOLZ 14" T.J.I.'s ® I6" OIG BRIGK VENEER I4" T.J.I.'S I6" O/G COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO MAIN HOUSE FL. LINE ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. - - MAIN HOUSE FL. LINE - - - - — _ _ A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME GALVANIZED FLASHING LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL W/ WEEP HOLES ABOVE _ = USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE mry GRADE o 24° O/G � (2) #4 REBAR, TOP. I IS) m�v 2x6 P.T. E ON 1/2" N MAPLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGNN N 2x6 P.T. EON /2 Lu LLJ O NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION ' I mlv SILL SEALER Innr SILL SEALER `� mlv — _ O (2) #4 REBAR, Z O j m�v O Z QFy m�v FROM AN OFFICER OF DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWSAWS SUBJECT TO SUBSTANTIAL PENALTIES. (y TOP 4 BOT. (V CV EXPAN51ON JOINT `fl GALVANIZED FLASHING cv Z EXPANSION JOINT 1z BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, °II II r 1 2x6 P.T. T ON %2" II W/ WEEP HOLES ABOVE a II DRAWINGS,AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY (2) #4 REBAR IIII z �I GRADE ® 24" OIG �I dd ° OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY 2x6 PTR ON %2" II 1 I SILL SEALER 11 II ° d d OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, . . 1;7 IIS TOP $ BOT. IIII II" ° II SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH I I SILL SEALER _ _ _ _ _ I I _ _ _ °L d _ _ _ _ _ THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTII I I III—III—III—III—III—I I I I I I-III—III—I I (—III—I I WOULD AN BUSINESS DEALINGS IN THE BUILDER'S IOF AD SIMILAR YNATURE.nDESPITE THE -I I I—I I I ON AS THEY ° ° I o II -III—III—III 4 GONG. SLAB REINF. W/ 6X6 #10 W.W.M. REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR :IIII=III=III II I ANCHOR BOLTS PER III—III—III—III—III 5 II a I -III=III=1 4" GONG. SLAB REINF. W/ 6x6 #10 W.W.M. 1—III—IIIIII—III 5 " III—III—III— I I—I I I I OVER 6 MIL VAPOR BARRIER OVER I I—III—III—III—I OVER 6 MIL VAPOR BARRIER OVER ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY III—III=) II I I GENERAL NOTES -III=III=III=III II I ANCHOR BOLTS PER I I,;IIII ° 4" POROUS FILL I—III-III. . ° 4" POROUS FILL RELATIONSHIPS WITH BULDER —III II I I —III— II GENERAL NOTES ° GENERAL NOTES I I —III ANCHOR BOLTS PER a ANCHOR BOLTS PER 2" RIGID a° II ° II II scHQLz PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL I II I I Q I. GENERAL NOTES _ a I GENERAL NOTES STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET INSULATION II SEE CHART FOR VERTICAL I EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH ISEE CHART FOR VERTICAL I I I II REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS REINFORCEMENT I 6 11 REINFORCEMENT = I " (2) #4 REBAR, = OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE I I I I I 10POURED GONG. n II ° IO POURED GONG. AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, °II; FDI. WALL TOP ff BOT. 11 . FDI. WALL CLIMATIC OR USAGE REQUIREMENTS ° v 114 Q d ° ° d d FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT II I I ° 11 I I - �I a SIZE ff DEPTH OF FTG. TO SIZE ff DEPTH OF FTG. TO FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF ° I I Q _ J PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 2" RIGID BE DETERMINED BY LOGAL 1 ° BE DETERMINED BY LOCAL ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL INSULATION SOIL CONDITIONS d Q . ° • SOIL GONDITION5 SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE I ° BUILDER RESPONSIBILITY. - IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 2X STUD WALL DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING REFER TO LOWER LEVEL CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN d I I I }•—� PLAN FOR LOCATIONS SPECIFIC UTILIZED N A VARIETY OF LOCATIONS WITH A DIFFERENT ° a°I I d I I G r�G O L� T Irc GG I� TAIL SELECTION OF MATERIALS, BALDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. I II I I II I I SCALE: 3/4" = I '-�" 3 = " Kv THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS SCALE: 3/4" 11-O 10" POURED GONG. °II 10" POURED GONG. . AIRSPACE INCLUDING BUT NOT LIMITED TO NAILING,CAULKING FLASHING, PAINTING, AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER FDI. WALL °II I I I" MIN. AIRSPAGE FDI. WALL all I SUPERVISED WORKMANSHIP FOR ALL TRADES d II° II ° I I I WATERPROOFING a 11 I I 2x4 STUDWALL - REFER TO WATERPROOFING ° ° 11 I I 6ALV. FLASHING TO RUN UNDER DOOR I LOWER LEVEL PLAN FOR LOCATION 1 I ff OVER ALL WOOD MEMBERS ® o MAIN HOUSE FL. LINE BENT DOWEL SIZE III I I BENT DOWEL 51ZE ff °°III I I MAIN HOUSE FL. LINE M SPACING TO MATG 111 I ( SPACING TO MATCH Illi VERTICAL REINF. ° I I I EXPANSION JOINT VERTICAL REINF. I I I EXPANSION JOINT - - - - - - - - o i' . IIII " I FN III.° „ > = Q I I I = I I I 4 GONG. SLAB REINF. W/ 6X6 #10 W.W.M. _ � • III•. ° ° °• OVER 6 MIL VAPOR BARRIER OVER z CAULK BELOW TRIM Ld W) o a IIII a a a ° d °d IIII ° TOP/ FON. I I ° d N M Ljj> a 4 POROUS FILL SLOPE FL. 4" BEYOND = I� j LAJ o cl� 1z ° = I DRIVEWAY CONSTRUCTION d d . II _ � d 1 TO DOORS r--- -� � o " II 2x6 P.T. Lj' ON %2" LijO JJ ° p _°IJ_ I d• ° 4 GONG. SLAB ON 5 4� w y w = 8 a ,� = a ° — - POROUS FILL — — i1' SILL SEALER w aoi ° _ -III -111= E # ° _ ° • — _ — I — d II° ANCHOR BOLTS PER (I') 4 GONG. SLAB REINF. W/ 6X6 10 W.W.M. III—III—III—III III_ �—III—I cn _ _ _ _ I—III—III—III—III— a —I I _ � GENERAL NOTES = DRAIN TILE WITH OVER 6 MIL VAPOR BARRIER OVER DRAIN TILE WITH 4" GONG. SLAB REINF. W/ 6X6 #10 W.W.M. I I-III=III=III=III ° .° III=III=III—I I -III—III=III= a — II ( I ° = Q = •- STONE SURROUND. 4 POROUS FILL STONE SURROUND. OVER 6 MIL VAPOR BARRIER OVER —III—III=III= I=III=I I-1 I I III-III—III ° I ! I 1f _ v 4 POROUS FILL III _ II III'_' I I I I-III= d 11 10" POURED GONG. o V) SIZE $ DEPTH OF FTG. TO SIZE $ DEPTH OF FTG. TO ! II a a FDN. WALL J N i v Q BE DETERMINED BY LOCAL BE DETERMINED BY LOCAL ( —III= 'd �I ° I II ° w w 501E CONDITIONS SOIL CONDITIONS - 110" POURED GONG. _ II d 10" POURED GONG. II Q ° I FON. WALL I FON. WALL SEE CHART FOR VERTICAL Z J m CD f=OUNI;)ATION ZETA I � FOUNPATION PETAL °�I ° d li REINFORCEMENT 0 cn Ia d = v w SCALE: 3/4" = I1-0" 3 SCALE: 3/4" = I I-011 3 II. Lu. �I • fl L v LD N o" I� `: a I a N o �J J 3 0 ° a ° . SIZE 4 DEPTH OF FTG. TO 0 u FOOTER SIZES BASED ON ASSUMED SOIL BEARING TO BENDETERMINED BY •G SIZE 4 DEPTHd ° ° •° 501LL CONDITIONS BE DETERMINED Y LOCALLn o CAPACITY OF 2000#/ S.F. AND ARE TO BE ADJUSTED LOCAL SOIL CONDITIONS @ BASED ON SOIL BEARING TESTS BY A REGISTERED ° SOILS TESTING LABORATORY. GABA&E f==N. L7)ETA I �.,, KE� PORCH =7ETA I >L SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = I 1-011 1 � e TALL WALL OF FOUNDATION SHORT WALL (STEM) OF FOUNDATION 1" REINFORCED CONCRETE AND MASONRY°FOUNDATION WALLS , �e 2'-0° MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°o FOR 10-INCH NOM INAL WALLTHICKNESS m I MAX. SPAN _.._.___ _._......_. "MAXIMUM "__.__.._. SoiClasses° �E' - - - - - - F- - 2-0 2 -0 Q MAXIMUM WAIL UNBALANCED Lu ° HEIGHT HEIGHT' GM,GC,SM, C,MH,ML-0Land HT BACKFILL GW, and S ° d° t==a== ==___°�=====s_ �-=_- -- e- -'--�--• --ac----y° (kelt - �ke9- SP Soils -SMSCOrdMLShcs InOn,�*GLedIs L — — J — — — L- — — z ° ° -,---e -- d -- - ---------- ---- -- 'A . a 1 I I 1 J ° • . p . ° ' ° 8 .T - --- __ __..5...__.... ._._. #4ffiSGo.c. #4ffiSGo.c. #4ffi56'o.c. m ° ° - ° ` . ° _ -.7 -_..S_.._..=._ #4at56"o.e.- #4 at48'o.C. #4ffi4TD.C. I I I I d ° ° . .. ' g ' ; Lu (2) #4 REBAR DOWELS ° , . ° 7 #4 at56`o.c.� 15 at56'o.c. #5ffi40'o.c. TOP AND BOTTOM ° ,: . a a a • . • q ,° • d ° °. .. _®-_._..._.• -. -..- - _ •° 5 #4ffi56'oa #4ffi56oc #7ffi56"oc e a ac #4at4TD.0 #79WD.0 A ° • ° e C'S NOTE: IF THE HALLS-ARE AT RIGHT ANGLES; <. .° . , m °a° ' , ° • . .a .. , __.._._. _..._..._...._. _....._ ..... 48 ox. #4at37D.C. #7a156 ac. THE REBAR CAN BE BENT AGGPRDINGLY ° uj °°; ° 8 -#5 al5TD.C. #5ffi40'o.c. #7at56"o.c. L _ _ J _ _ _ L _ — J ° a d, , ° d. a _. 5 _.. ..... ... #affi56"O.C. #4ffi56"O.C. #4ffi48.O.0 ARCHITECTURAL ,. d g d• .. • °.d d• r ° .6 #4 at W D.C. #4 ffi40'mc. #4 ffi 32'D.C. .o ° d ° , , ° d • 9 7 #4 ffi 56'D.C. #5 at 48'D.C. #6 ffi 48'D.C. • ° .=--°---- --=== sa =�� • _�=_= �_____-� a __ SERVICE L. L. C. . ----- ° --- --- ° d ° 6 " __._..__... _._._..__.._._. #4aE32 o.c.`- #6ffi48"o.c. #4ffi16"o.c. S, a A. •I _ d ° E #5 of _ - N6 at 4a D.C. #7ffi40 D.C. _6... ° d ° a ° OF FDN #3at7o.c. #3at48"o.c. #496VD.C. JOS . 9 _ _ _ ph A. Jr., .A. 5 Jean, r., EXT FAG . 6 #4 ffi 72"0.C..._ .#4 ffi 56"0.C. -_#4x140"O.C. --- _ _.._. _ - Member °d ° ° ° I VERTICAL 10 7 #4 at 5To.c. #5`at5tT'`o.C. #5 at4`o'`o.c. ° • ° {; 6" LEDGE _ __ I1=111=I I I=111=111=111=111=111=111=1I I=1I I -m "-" - " " e " " -" #4a w.c. #5xt4o o.c. #6alaD.C. SEE CHART FOR V °I ° _ — — I—= _== ======= I° REINFORCEMENT 9 . #5_t4s' .c:_ ..__.-__#sm4To:c ..__ __#7 al4`TD.C.___. d , e ° III III III III III III III III III III III ZE ff I to #5ffi40'o.e. #7al48"D.C. #7ffi40"o.c. No: DATE; REMARKS: BY; III—I I I_I I I_I I I_I I I_111_111_1 I I_I I I_I I I_I I I_I I I_I I I_I I I. _ _ _ _ _ _ _ REVISIONS I1— I—III—III=1I I—III—III=1I I-1I =1I I—I I1=111=111=111=111=1 - -26-I WORKING DW65. DG ° I° • —I —III-1 I I—I I I—I I I—I I -11 —�I I- IN - - ° ° III=III III-III=III=III=III—III- SPACING TO MATCH a ° II For 25.4mm1bot-304.6 mm, i " a I ' III=III=11 III=III—III-III-1�' VERTICAL REINF. °II FOUNDATION WALL PER I GONG. SLAB PER PLAN, ;e ° •° =1�1 I�I—I� 11=I�1 I PLAN, OTHER DETAILS aMorlarahallbeTypeMor$mid masonry shalbekldinrumGgb&ii __- -r- OTHER DETAILS ° d . •; <1 ° I-III=III—III-111 DISCONTINUOUS FOOTING STL. PIPE COL. d° . ° ° 1 I I IM I I I I 1 I I I I I I I I I I I I11 I 111- - 4" MIN. 4" MIN. b Alga re nbrdTg bar xtm and spacings hwe an oWivalwM mso-ml W area of rO breerrlent per limd fod dwa sW be .._._.. PER PLAN d •. • < a " • I< =d I I I I Q .I I pemll�d wovided ii apadng oilhe rehlbrcemera"does noiexend TL iridins. ° .< I I' I I mirkrCemerdshallbeatbast6.75lnches. III I III III I a° •', d� •I —_ ___ - � _... i _....... ..-.. .. .. .-_. _._..._..—. ORIC. COPYRIGHT DATE k.NOB NUMBER: ° •. 1•d' _ _ _ _ - -_ 16i_classes are In acoordarxe wih tlieUrfled Shc Classkdcn 8ysl;m • I ° ° . . _ _ _ __. ___._.._. . -.. _..._.._....._._. __ __._..._... 1-24-03 03080 111111111111 1111111111 I D D d ° A. • ° lEd1EEI I IT D = TOWNSHIP; 4.° a ° o d ° 11 =1I (2) 5 KEBABS m ' GENIERAL NOTES REBAR5 EA. WAY ° d g = ° 1-111-111=111; II clTr STATE: •-- =-- ----. •---�-�1• ° =IIMI1-111= I I I 3 3 m 'I 1=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—III—III—_I 1 ' -1 I I—III—III—III=1 I =1 I =1 I I—III—III—III—III—III—III—III=1 I—I 11 L BLOCK: LOT: -1I =111=111=111=111=111=111-111=111=111=1I 1=III=III=111=III - — — — — — — — — — — — — — - ANCHOR BOLTS: SILL PLATE BOLTING IN J v 3 EG Ea Ea 3 1 II I II;I I II II I II I II I II 11111; I -111, III;IIII III, III;.,III— PLAN CONCRETE TO BE 1/2 DIA. BOLTS OR EQUAL SPACED AT 6'O.C.AND WITHIN 12"BUT TITLE: NOT LESS THAN 7 BOLT DIAMETERS FROM TRAI�GO BUILDER5 O 1 SGO�1T1 NUOU5 �=CCTIN& I�ETA 11.. THE ENDS. MINIMUM OF TWO BOLTS PER L-o � ISOh PLATE. BOLTS TO EXTEND A MINIMUMI TYF I CAL COLUMN FOEOCTER. SCALE: %211 = I'-011 FERIMETER �=OOTIN6_ OF 7" INTO THE CONCRETE. A 38 SCALE: 3/4" = I'-011 SCALE: 3/411 = 11-0 NOTE! SEE SHEET 5?AND 5?FOR LOCATION OF ADDITIONAL ANCHOR BOLTS AND HOLD DOWNS. DRAWN BY: ,oe NUMBER: SHEET NO: DG 1301 5A © SCHOLZ DESIGN, ALL RIGHTS RESERVED OS--26-13 SCALE. 3/4LL © S C H 0 L Z DESIGN, ALL RIGHTS RESERVED 1 BUILDING PLANNING ^' 4 WALL CONSTRUCTION 6 ©IA'REFER TO LOCAL BUILDING DEPARTMENT. 4.1 STUD WALLS. HEM-FIR#2 OR BETTER.EXTERIOR STUDS AT 16"O.C., COPYRIGHT - WARNING OR INTERIOR STUDS AT 18'o.C.UNLESS OTHERWISE NOTED. ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED BETTER, SPACED @ 16" O.G. 1.2 BOON PLANNING REQUIREMENTS: PUN MEETS OR EXCEEDS THESE REQUIREMENTS.LIGHT AND VENT ROOM MINIMUM REQUIREMENTS.NATURAL 4.2 INTERIOR LOAD-BEARING WALLS. SHALL BE CONSTRUCTED,FRAMED AND TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND REFER TO SHEET #6 FOR LIVE -i LIGHTS%OF THE FLOORAREA.MINIMUM NATURAL VENTILATION 4%OFTHEFLOOR FIREBLOCKED AS SPECIFIED FOR EXTERIOR WALLS, ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE 1.1 ROOFING GLASSIFIGATION. AREA.BATHROOMSOR SIMILAR ROOMS SHALL HAVE 3 S.F.OF NATURAL LIGHT DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERNS AND DEAD LOAD REQUIREMENTS. AND11/2S.F.OFNATURAL VENTILATION ORARTIFICIAL LIGHT AND MECHANICAL 4.3 DRIWNGAND NOTCHING. REFER TOSHEETAB. GLASS "A", EQUAL OR GREATER VENTILATION PER THE•IRC"GUIDEUNES. OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SOW 4.4 FlREBLOCKING. SHALL BE PROVIDED TO CUTOFF ALL CONCEALED DRAFT PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOIZ SCHOLZ ROOF ASSEMBLY. 6.12 RAFTERS. HEM-FIR #2 1.3 SANITATION PLAN MEETS OR EXCEEDS THESE REQUIREMENTS. OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO FIRE BARRIER BETWEEN STORIES AND BETWEEN ATOP STORY AND THE ROOF 1.4 GLAZING:HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING. SPACE.#1)IN CONCEALED SPACES OF STUD WALLSAND PARTITIONS, ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 7.2 UNDERLAYMENT. SHINGLES TO OR BETTER, SPAGED I6" O.G. REFER TO PLAN SHEET#8. SKYLIGHT GLAZING INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED R308.6.2JA FACTORY ASSEMBLED,GLAZED FENESTRATION UNIT,CONTAINING ONE STUDS AS FOLLOWS: 01.1)VERTICALLY AT THE CEILING AND FLOOR LEVELS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME BE INSTALLED OVER 15# BUILDER REFER TO SHEET #6 FOR LIVE PANEL OF GLAZING MATERIAL,THAT ALLOWS FOR NATURAL DAY LIGHTING #1.2)HORIZONTALLY ATINTERVALS NOT EXCEEDING IO.02)ATALL LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL (2 AND DEAD LOAD REQUIREMENTS. RES STANT BARK EKTHROUGH AN ING IN THE ROOF ASSEMBLY WHILE PRESERVING THE INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL FELT. INSTALL IGE WATER SHIELD SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILING AND COVE CEILINGS.#3)IN USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN 8 FOR ALL ROOF EAVES AND 1.5 GARAGE DOORS FROM GARAGE TO HOUSE TO BEA MIN-32'WIDE,3/4 HOUR THE RUN.ENCLOSED SPACES UNDER THE STAIRS SHALL BE COVERED WITH I/z" NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FIRE-RATED DOOR.GARAGE-DWELLING SEPARATION TO BE 5/8"GYPSUM BOARD ON GYPSUM DRYWALL.#4)AT OPENINGS AROUND VENTS,PIPES,AND AT CEILING VALLEYS. INSTALL A MIN. OF 36" THEGARAGE WALLS,CEILING AND ALL EXPOSED SUPPORT BEAMS,AND MINIMUM 1/2" AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESISTTHE FREE FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF TYPE X GYPSUM ON OPPOSITE SIDE OF WALLS.OPENINGS IN CEILING ARE NOT PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.#5)FOR THE FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. UP ALL EAVES AND 18" UP ALL I" MIN. GLEARANGE TO ALLOW;"FOR AIR FLOW PERMITTED. FIREBLOCKINGOFCHIMNEYS AND FIREPLACES.REFERTOSHEET#7 OF THE I" MIN. GLEARANGE TO ALLOW FOR Al LOW WALLS ABOVE A ROOF SURFAGE. '` GNS, PLANS, SPACEANDEVERYSLEE SLEE1.6 EMERGENCY ESCAPE AND PING SHALUE LLLHQAUVEANEMERGENCYESCAPEAND. BASEMENT WITH BLE PLAN 4.5 WALLBRACING. REFER TO SHEETS 5D THROUGH 5G. DRAWINGS,AND BUILDERS THE SCHOLZ TRADENA EERED BY SCHOLZ TO USE ANDLOGO AREOLZ EWDE EVIDENTLY INSTALL METAL DRIP EDGE ON 6.15 ATTdG AGGESS. PROVIDE RESCUEOPENING. OPENING REQUIREMENTS. SILL HEIGHT NOT MORE THAN 44" OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY 6.15 ATTIC, AGGESS. PROVIDE ALL EAVES AND RAKES. ABOVE THE FLOOR.MINIMUM CLEAR OPENING AREA OF 5.7 SQ.FEET.MINIMUM 4.8 EXTERIOR SHEATHING. 7/18"OSB,EXTERIOR GRADE,EXPOSURE 1,OR AGGESS TO ALL ATTIC, SPADES. AGGE,St, TO ALL ATTIC, SPADES. OPENING CLEAR HEIGHT OF24'.MINIMUM OPENING WIDTH 2O•. WINDOWWELLS. BETTER. OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, MINIMUM HORIZONTAL AREA OF THE WINDOW WELLOFSSQ.FEETWITHA SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 35". EGRESS:REQUIRED EXIT. 5 WALL COVERING THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ! MINIMUM ONE T WIDE EXIT DOOR SHALL BE READILY OPENABLE FROM THE INSIDE 5.1 INTERIOR FINISH. CEILING 5/B"GYPSUM BOARD OR EQUAL,WALLS 12' ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. STAIRWAY MINIMUM GYPSUM BOARD OR EQUAL. NOTEI WALLAND CEILING FINISHES 13 ROOF SHEATHING. I/2" GDX, REQUIREMENTS.REFER TOPAGE*BA OFTHE PLAN SET. STAIRWELL SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT MORE THAN 200 ANDA WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE EXPOSURE #I, PLYWOOD (OR ILLUMINATION. STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE ANY ACTUAL IO CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY y y y i STAIRWAY CAPABLE OF ILLUMINATING TREADSAND LANDINGSTO LEVELS NOT LESS 5.2 GYPSUM BACKER FOR CERAMIC TILE 518"WATER-RESISTANT GYPSUM EQUAL) SHEATHING WITH "H" GL I PS. THAN 1 FOOT-CANDLE MEASURE AT THE CENTER OF TREADS AND LANDING. BOARD.NOTE]DO NOT INSTALL OVER A VAPOR RETARDER IN A SHOWER OR TUB RELATIONSHIPS WITH BUILDER. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 1.8.1 WINDOWSILLS. IN DWELLING UNITS,WHERE THE OPENING OFAN OPERABLE GENERAL NOTES 12 WINDOW IS LOCATED MORE THAN 72"ABOVE THE FINISHED GRADE OR SURFACE 5.3 EXTERIOR WALL COVERING. TYVEK OR EQUAL HOUSE WRAP TO PROVIDE BELOW,THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BEA THE BUILDING WITH A WATER-RESISTANT EXTERIOR ENVELOPE SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 1.10 INSULATION REQUIREMENTS. MINIMUMOF24'ABOVETHEFINISHEDFLOOROFTHEROOMINWHICHTHEWINDOW - I8 IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24"SHALL BE FIXED OR HAVE 5.4 STEEL LINTEL SIZE AND LOCATIONS ARE SHOWN ON THE EXTERIOR STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET 1.10 INSULATION REQUIREMENTS. _� p ATTIC, GELINIG R-38. GATHEDRAL OPENINGS THROUGH WHICH A 4"SPHERE CANNOT PASS. ELEVATIONS.MINIMUM STEEL LINTEL SIZE IS 31/2'X3IrZ7 6'UNLESSNOTED EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 6.1 0 ROOF T I E-DOWNS. OTHERWISE.MINIMUM BEARING EACH END OFA'FOR OPENINGS UPT01r WIDE REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS ATTIC GELINIG R-38. CATHEDRAL _� ? GEILIN6 R-22. EXTERIOR WALLS 1.7 SMOKE ALARMS,CO DETECTORS,ARC-FAULT AND GENERAL ELECTRICAL AND S"FOR OPENING OVER I7 WIDE AND RIM JOIST SPAGE R-I Q. REQUIREMENTS.SEE BASIC ELECTRICAL FLOOR PLAN SHEETS. OR CHANCES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE CE I L I NG R O I S EXTERIOR PAGR WALLS 5.5 MASONRY VENEER TIES. #9 U.S.GAGE WIRE OR#22 U.S.GAGE BY 7B' AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, INTERCONNECT ALL SMOKE ALARMS IN SUCH A MANNER THATTHEACTIVATION OF CORRUGATED METAL;24"O.C.HORIZONTAL SPACING:2.67 S.F.MAXIMUM AREA CLIMATIC OR USAGE REQUIREMENTS, AND RIM JOIST SPADE R-Iq. ONEALARMWILLACTIVATEALLALARMS. SUPPORT. 7.4 ROOF DRAINAGE. 5.I INTERIOR FINISH. GE I L I NG 5/8" INSTALL SMOKE ALARMS IN ACCORDANCE WITH NFPA72. 5.6 FLASHING OF WALL COMPONENTS, APPROVED CORROSION-RESISTIVE FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I.I I MOISTURE VAPOR RETARDERS. FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH FOR TIPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF 5" K-STYLE GUTTER WITH 2"X3" GYPSUM BOARD OR EQUAL, 1.8 FOAM.R314.1.1.SHALLHAVEFLAMESPREADRAnNGOFNOTMORETW1N75 MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 4 MIL VAPOR RETARDER ATTIC RECTANGULAR DOWNSPOUTS. WALLS I/2" MINIMUM GYPSUM AND SHALL HAVEASMOKEDEVELOPERRATINGOFNOTMORETHAN450WHEN PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING TESTED IN THE MAXIMUM THICKNESS FOR USE IN ACCORDANCE WITH ASTM E 94. COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OFTHE ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL GEILIN6, FLOOR AND EXTERIOR BOARD OR EQUAL. FOAM PLASTIC SHALL BE SEPARATED FROM INTERIOR OF BUILDING BY MIN.OF EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENTWATER FROM SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE FRAM12'GYPSUM BOARD. BUILDER RESPONSIBILITY. RE-ENTERING THE EXTERIOR WALL ENVELOPE. -� WALLS. 1.9 INTERIOR FINISH.CEILING 5V8""GYPSUM BOARD OR EQUAL,WALLS 1!2"" 5.7 EXTERIOR INSULATION FINISHED SYSTEM. SHALL BE INSTALLED IN MINIMUM GYPSUM BOARD OR EQUAL.NOTEI WALL AND CEILING FINISHES SHALL ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 5.1 INTERIOR FINISH. CEILING 5/8" HAVE A FLAME-SPREAD CLASSIFICATION OF NOT MORE THAN 200 ANDA REQUIREMENTS.DECORATIVE TRIM SHALL NOT BE FACED NAILED THROUGH THE DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. "EIFS". CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN GYPSUM BOARD OR EQUAL, 6.14 ROOF VENTILATION. MINIMUM 1.10 INSULATION REQUIREMENTS ALL INSULATION MATERIAL INCLUDING 5.76 NOTICE AND LIMITATION OFLIABILITY.THE ENCLOSED SCHOLZ DESIGN,INC. SPECIFIC UTILIZED IN A VARIETY WI LOCATIONS WITH A DIFFERENT WALLS 1/2" MINIMUM GYPSUM FREE VENTILATION AREA SHALL FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES ("SCHOLZ")DRAWING MAY IDENTIFY THE USE OFANEXTERIOR INSULATION SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN INSTALLED WITHIN FLOOR-CEILING ASSEMBUES,SHALL HAVEA FLAME-SPREAD FINISH SYSTEM("EIFS")ON THE EXTERIOR OF THE HOUSE PLEASE BE ADVISED DETAILS AND DIMENSIONS. BOARD OR EQUAL. NOT BE LESS THAN 1/150 OF THE INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPINGINDEX THAT SCHOLZ DOES NOT REQUIRE,OR EVEN RECOMMEND,THE USEOF THE ROOF AREA. GONT I NUOUS RIDGE NOTTO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.ALL EIFS ON THE EXTERIOR OF THE HOME IN THIS DRAWING ORANY OTHER SCHOLZ EXPOSED INSULATION MATERIAL SHALL HAVE A CRITICAL RADIANT NOT LESS DRAWINGS.THE EIFS IS IDENTIFIED ON THE DRAWING ONLYASAN EXAMPLE OF THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS VENT AND SOFFIT VENT PER THAN 0.12 WATT PER SQUARECENTIMETER. ATTIC CEILING R-38,CATHEDRAL AN EXTERIOR FINISH WHICH COULD BE UTILIZED BY THE PURCHASER.THE INCLUDING BUT NOT LIMITED TO NAILING,CAULKING FLASHING, PAINTING, CEILING R-22,EXTERIOR WALLS AND RIM JOIST SPACE R-18,PERIMETER SLAB RS PURCHASER OF THESE DRAWINGS SHOULD INDEPENDENTLY DETERMINE THE DETAIL. -K0 (24"DEEP),CRAWL SPACE R-11,UNFINISHED BASEMENT CEILINGS R-19, APPROPRIATE EXTERIOR FINISH FOR THE HOME.SCHOLZ DOES NOT,N ANY AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER 1.6 EMERGENGY ESGAPE AND I BASEMENT WALLS Rd. MANNER,ENDORSE,WARRANT OR OTHERWISE RECOMMEND THE USE OF EIFS SUPERVISED WORKMANSHIP FOR ALL TRADES. 1.11 MOISTURE VAPOR RETARDERS. 4 MIL VAPOR RETARDER ATTIC CEILING, DAMAGES, NCUNDER ANY LUDNO INCIDENTAL,CUMSTANCES AND SPHECIALORCONSEQUENTIAOLZ WILL NOT BE HELD L,WHIBLE FHORANY RESCUE REQUIRED. FLOOR AND EXTERIOR FRAME WALLS COMPRISING ELEMENTS OF THE BUILDING ARISE IN ANY MANNER FROM THE USE OF EIFS MATERIALON THE EXTERIOR OF THERMAL ENVELOPE.INSTALL ON THE WARM IN WINTER SIDE OF THE THE HOME. INSULATION. 4.1 STUD WALLS. HEM-FIR #2 OR 6 ROOF AND CEILING CONSTRUCTION 2 FOUNDATION 6.1 WALLBRACING. REFER TO SHEETS 5D THROUGH 6G. O BETTER, EXTERIOR STUDS AT Ib" 2.1 CONCRETE,COMPREssIONsrRENGTH. SEE TABLE BELOW � N O.G.. INTERIOR STUDS AT 16" O.G. 8.2 RIDGEBOARD. REFER TO SHEET#4 OF THE PLAN SET FOR DETAIL •- �_ _ _ __ _ _ I 1 UNLESS OTHERWISE NOTED. `" �'•�'-`�`�ri�iiMuM6reafl®OOMPRESSIVEST ENGTHOFi u -'" 6.3 CEILING JOIST AND RAFTER CONNECTION. REFER TO BUILDING CROSS compormcceNTRUCTtON mM uA wClmwccmPN lvAwrm ww r SECTIONS FOR ADDITIONAL INFORMATION. M .... .._....._..._....._.. _._.-..._.. __ w.ASWrI nel.R" Q I I' 6.4 RAFTER TIES. MAXIMUM SPACING OF 48"ON-CENTER.REFER TO BUILDING p1 -O� B••emmtw•4f°vd•fwn•nd otW oomr•bnoteapo•.eb A"!Ttwr _ ;W°'• 2AN•_ 2soo� CROSS SECTIONS FOR ADDITIONAL INFORMATION. ® W BeeenvotWobeand l, I*onq•a.,.xutAo�•a•rbor.rw q� � � •- � "R "' "'"'- - - 6.5 BEARING. END OF EACH RAFTER OR CEILING JOIST SHALL NOT HAVE LESS w BAbaanrR wdb,!a ddbn w N..•rirbrwN.•ndotlw!!lM«er•bw•rk ;p° 2°°°' 3p°y W .. .. _..............._._._...._._.__.... -_.. THAN 2"OF BEARING. 4J N ul) uPo.admthRwrlh«" 6.6 CUTTING AND NOTCHING. REFER TO SHEET APB OF THE PUN SETFOR W EXTERIOR SHEATHING. 7/16" �^»:«�•rt��a�"��•••�•db�»riiew••"•��•••«�b�.__., _ _____._.._._ � ry 1.6 EMERGENCY ESCAPE AND _ OSB EXTERIOR GRADE. '°°°" '°°°" ADDITIONAL DETAIL. W III F•r Bt 1 Pound per.quare Hroh-8.8°IPY. , O RESCUE REQUIRED. BASEMENT nj O EXPOSURE I, OR BETTER. 3.2 LIVE LOADS. REFER TO ..At26dq.pFL i - 6.7 ENGINEERED WOOD PRODUCTS. CUTS,NOTCHES AND HOLES ARE NOT s b:8w 7a6b 8301 7t1)lorw••tlw�-pohn° ICY vat d oono-r•FrI irot b:IwIhm G--"•d°r m°n°un 7 t ` 1 .e..a.ononR10221ormY,bunw„Nd°°,M,re. � ' ALLOWED UNLESS MANUFACTURE HASSUPPLIEDTHEBUILDINGDEPARTMET N O EVERY HABITABLEL EP NG ROOM SHALL C.�.«nbsaW0Z2f.4dnk w I°r�--�A L'kOeOAiQ °0"'b•L6.•F'"°'iwde°"°r.r n:«ore .wihFo9mot.e.1 WITH SIGNED AND SEALED DOCUMENTATION. = L N � T ld.a.n�,...n:ib.�r.r..rnal.�la°odwd 1 6.6 LATERAL SUPPORT AND BRIDGING. PROVIDE LATERAL SUPPORTS W 0 0 3.5 FLOOR SHEATHING. 3/4" 2.2 SOIL BEARING VALUE PRESUMPTIVE LOAD BEARING VALUE IS 2,DOD P.S.R. BRIDGING FOR 2X10 OR LARGER RAFTERS.REFER TO PLAN SET FOR TYPICAL H HAVE AN EMER&ENGY ESGAPE 5.3 EXTERIOR WALL GOVERIN6. UNLESS OTHERWISE NOTED. EAVE DETAIL. AND RE5GUE OPENING. OPENING TYVEK OR EQUAL HOUSE WRAP TO TONGUE AND GROOVED PLYWOOD 'v SCREWED AND GLUED. END JOINTS 2.3 FOOTINGWIDTH. REFER TOSHEET#3WOugh#38. 6.8 WOOD TRUSSES. WOOD TRUSSES SHALL BE DESIGNEDINACCORDANCE -J WITH APPROVED ENGINEERING PRACTICE.TRUSS DESIGN DRAWINGS SHALL BE CD REQUIREMENTS. SILL HEIGHT NOT PROVIDE THE BU I L D I N6 WITH A 2.4 ANCHOR BOLTS. SILL PLATE BOLTING IN CONCRETE TO BE 1/4"DIAMETER PREPARED UNDER THE DIRECT SUPERVISION OF THE TRUSS SUPPLIER'S ry SHALL OGGUR OVER SUPPORTS. BOLTS OR EQUAL.SPACED AT6'O.C.ANDWITHINI2"BUT NOT LESS THAN REGISTERED PROFESSIONAL AS REQUIRED BY LOCALJURISDICTI)NINWHICH Ur Q MORE THAN 44" ABOVE THE WATER-RESISTANT EXTERIOR DIAMETERS FROM THE ENDS.MINIMUM OF TWO BOLTS PER PLATE.BOLTS TO PROJECT IS CONSTRUCTED.TRUSS DESIGN DRAWINGS WILL BE PROVIDED TO _ p + FLOOR. MINIMUM GLEAR OPENING ENVELOPE. EXTEND AMINIMUM OF7"INTO THE CONCRETE. THE BUILDING DEPARTMENT AND APPROVED PRIOR TO INSTALLATION. Z c to J AREA OF 5.-1 50. FEET. MINIMUM - 6.10 ROOFTIE-DOWNS. ROOF ASSEMBLIES WHICH ARE SUBJECT TO WIND 0 2.6 FOUNDATION WALLS ANDDETALS. REFER TO SHEETS#3lhrouph#3B. Q n11�t UPLIFTS PRESSURE OF 20 P.S.F.OR GREATER SHALL HAVE ROOF RAFTERSOR J N Z V OPENING GLEAR HEIGHT OF 24". N 2.6 COLUMNS.WOOD COLUMNS SHALL BE PROTECTED AGAINST DEC". TRUSSES ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES.ACONTINUOUS-� LLJ MINIMUM OPENING WIDTH 20" -I REFER TO SHEET#6 FOR DETAIL.STEEL COLUMNS ALL SURFACES(INSIDE s LOAD PATH WILL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE Q z �� 5.6 FLASHING OF ALL WALL OUTSIDE)SHALL BE GIVEN A SHOP COAT OF RUST-INHIBITIVE PAINT,EXCEPT FOR RAFTER AND OR TRUSS TIES TO THE FOUNDATION.REFER TO SHEET#4 FOR m Ur _ CORROSION-RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE TYPICAL DETAIL. N I II GOMPONENTS IS REQUIRED. CORROSION RESISTANCE.REFER TO SHEET#6 FOR LOAD CAPACITY 6BASE PLATE c - 3.5 FLOOR SHEATHING. 3/4 DETAIL 6.11 CEILING JOIST. HEM-FIR#2 OR BETTER AT 18.O.C.SPACING.REFER TO Ur O U Li SHEET#6 FOR LIVE AND DEAD LOAD REQUIREMENTS.TONGUE AND GROOVED PLYWOOD 2.7 UNDER FLOOR SPACE.CRAWLSPACEMINIMUM NET AREA OFVENTILATION 0 _ Cl SGREWED AND GLUED. END JOINTS I.5 GARAGE. DOORS FROM GARAGE 3.2 WOOD TRUSSES. WOOD OPENI NO SHALL NOT BE LESS THAN I SQ.FOOT FOR EACH 150 SO.FEET OF 6.12 RAFTERS. HEM-FIR#2 OR BETTER AT IB•O.C.SPACING.REFER TO SHEET# LJJ C) N UNDER-FLOOR SPACE AREA.VENTILATING OPENINGS SHALL BEWITHIN 3 FT.OF 6 FOR LIVE AND DEAD LOAD REQUIREMENTS. V) •t - N SHALL OGGUR OVER SUPPORTS. 1.4 GLAZING: HAZARDOUS TO HOUSE TO BE A MINIMUM 32" WIDE. TRUSSES SHALL BE DESIGNED IN EACH CORNER OF THE BUILDING.ACCESS OPENING THROUGH THE FLOOR SHALL 0 0) 3/4 HOUR FIRE-RATED DOOR. GARAGE- BEA MINIMUMOF,B7Q4". 6.13 RDEATHEGWTH. 12"CDX,EXPOSURE#1,PLYWOOD(OR EQUAL) O J LOGATIONS FOR THE PURPOSE OF AGGORDANGE WITH APPROVED N o O SHEATHING WITH"H'CLIPS. = 3.2 WOOD TRUSSES. WOOD GLAZING. REFER TO PLAN 6. DWELLING SEPARATION TO BE Sia" TYPE X FLOO`� # ENGINEERING PRAGTIGE. 3.1 WOOD JOIST.REFER TO SHEET#6 FOR SPECIES AND GRADE. 6.14 ROOF VENTILATION. MINIMUM FREE VENTILATING AREA SHALL NOT BE LESS 3 THAN 1/150 OF THE ROOFAREA.CONTINUOUS RIDGEVENTANDSOFFITVENT O U ON GARAGE WALLS, GE I L I N6, AROUND 3.2 LIVE LOADS.REFER TO SHEET#8. PER DETAIL. � TRUSSES SHALL BE DESIGNED IN SUPPORT BEAMS, � MINIMUM %2" TYPE X U � AGGORDANGE WITH APPROVED 3.3 WOOD TRUSSES.WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE 6.15 ATTIC ACCESS. PROVIDE ACCESS TO ALL ATTIC SPACES WITH MINIMUM to 0 GYPSUM ON OPPOSITE SIDE OF WALLS. WITHAPPROVED ENGINEERING PRACTICE.TRUSS DESIGN DRAWINGS SHALL BE ROUGH FRAMED OPENING DIMENSION OF22"BY30".LOCATEATTICACCESS INA cn ENGINEERING PRAGTIGE. 5.5 MASONRY VENEER TIES. PREPARED UNDER THE DIRECT SUPERVISION OF THE TRUSS SUPPLIER'S HALLWAY OR READILY ACCESSIBLE LOCATION THAT HAS 30"OR MORE OF CLEAR@ OPENINGS IN GEILIN6 ARE NOT PERMITTED. REGISTERED PROFESSIONAL AS REQUIRED BY LOCAL JURISDICTION IN WHICH ATTIC HEADROOM. PROJECT IS CONSTRUCTED.TRUSS DESIGN DRAWINGS WILL BE PROVIDED TO THE BUILDING DEPARTMENT AND APPROVED PRIOR TO INSTALLATION. 6.16 INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3"FROM RECESSED LIGHTING FIXTURES,FAN MOTORS AND t 3.2 LIVE LOADS. REFER TO 1.6.1 WINDOW SILLS. IN DWELLING 3,4 DRAFTSTOPPINO. USEABLE SPACE ABOVE AND BELOW THE CONCEALED OTHER HEAT PRODUCING DEVICES. NOTEI IF HEAT PRODUCING DEVICES ARE w- SPACE OF FLOOR/CEILING ASSEMBLY SHALL BE EQUALLY SPACED AND NOT TO LISTED FOR LESS CLEARANCE YOU MUST FOLLOW THE CONDITIONS STIPULATED SHEET #6. UNITS, WHERE THE OPENING OF AN IEXCEED NSTILLED000SQ.PARALLEL TO DRAHE FSTOPPIRAMING MEMATERIA TOBE1BTGYPSUM BOARD IN THE LSTING. fL$ � i�_,0v ES AND OPERABLE WINDOW IS LOCATED CEILING SOFFITS WILL ALSO REQUIRE THE ABOVEDRAFTSTOPPING 7 ROOFASSEMBUES C2 MORE THAN 72" ABOVE THE FINISHED c REQUIREMENTS. 7.1 ROOFING CLASSIFICATION. CLASS'A',EQUALOR GREATER ROOF ASSEMBLY. �'�Lf �►`p�_. �' GRADE OR SURFAGE BELOW, THE 3.5 FLOORSHEATHNG. 3/4'TONGUE AND GROOVED PLYWOOD SCREWED AND � `7 GLUED. END JOINTS SHALL OCCUR OVER SUPPORTS. 7.2 UNDERLAYMENT. SHINGLES TO BE INSTALLED OVER 15#BUILDER'S FELT. LOWEST PART OF THE CLEAR OPENING ' INSTALL ICE WATER SHIELD FOR ALL ROOF EAVES AND VALLEYS.INSTALL A OF THE WINDOW SHALL BE A MIN, OF 3.6 CONCRETE. 4'CONCRETESLAB REINFORCED WITH OX5#10 GA.WELDED MINIMUM OF 36"UP ALL EAVES AND IB"UPALL WALLS ABOVE AROOF SURFACE. AI_ N WIRE MESH OR FIBERMESH. SLAB BASE MINIMUM 4"THICK GRANULAR BASE OF INSTALL METAL DRIP EDGE ON ALL EAVES AND RAKES. -I 24" ABOVE THE FINISHED FLOOR OF GRAVEL HAVING A MAXIMUM SIZE OF 3/4'OR CRUSHED STONE HAVING A i THE ROOM IN WHICH THE WINDOW IS 2.4 ANGHOR BOLTS. SILL PLATE MAXIMUM SIZE OFA/2"'PLACED OVER THE COMPACTED EARTH. VAPOR 7.3 WEATHER PROTECTION. ROOF FLASHING TO BEAN APPROVED RETARDER. 6MILVAPORBARRIERFORBASEMENTANDGARAGEFLOORS. CORROSION-RESISTIVE FLASHING MATERIAL.ALLFLASHING SHALLBE LOCATED. GLAZING BETWEEN THE BOLTING IN GONGRETE TO BE I/2" INSTALLED IN SUCH AMANNER SOASTOPREVENT MOISTURE FROM ETERING FLOOR AND 24" SHALL BE FIXED OR DIAMETER BOLTS OR EQUAL. 20091ECC 6 STATE SPECIFIC COMPLIANCE PATHS THE ROOF ENVELOPE �P F 2X6 P.T. SILL PLATE ;;, _ HAVE OPENINGS THRUSH WHIGH A 4" SPAGED AT 6' O.G. AND WITHIN 12" 1102.4.1 THE THERMAL ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, 7.4 ROOFDRAINAGE. 5"K-STYLE GUTTER WITH 2"X3"RECTANGULAR {� WEATHERSTRIPPED,OR OTHERWISE SEALED AT JOINTS,SEAMS,AND PENETRATIONS; DOWNSPOUTS.CALCULATION BASED ON A DESIGN RAINFALL OF 7 IN/HR.THE ON %2" SILL SEALER •I� o 'I SPHERE CANNOT PASS. BUT NOT LESS THAN 7 BOLT WINDOWS,DOORS,ANDSKYUGHTSANDTHEIRRESPECTIVEJAMBSANDFRAMING;UTILITY TRIBUTARY AREA SERVED BY THE GUTTER IS DEFINED BYLXW."L"ISTHE PENETRATIONS;DROPPED CMUNGS;KNEE WALLS,WALLS 8 CEILINGS SEPARATING GARAGES LENGTH OF THE GUTTER OR TO THE HIGH-POINT(DRAINAGE DIVIDE)BETWEEN cJJ DIAMETERS FROM THE ENDS. AND CONDITIONED SPACES;BEHINDTUBSAND SHOVERS;ATTIC ACCESS OPENINGS,RIM DOWNSPOUTS. "WY'ISTHE PLAN(HORIZONTAL)DISTANCE FROM EAVETOTHE J016T8,ANDALL SOURCES INFILTRATION. DI DED BY 60 SQ.FEET.FORMULA FOR A PITCH HIGHER THARIDGE OF THE ROOF AREA SERVED.FORMULA FOR 6112 IPITCHN y,2 ISS,LX W W 2.4 ANCHOR BOLTS. SILL PLATE _ MINIMUM OF TWO BOLTS PER 11022.1 CEILINGS WITH ATTIC SPACE REQUIRE IS ACCEPTABLE AS LONG AS RJB DIVIDEDBY510SO.FEET.ALWAYS ROUND UPTO THE NEXTWHOLE NUMBER,DO BOLTING IN CONCRETE TO BE 1/2" II D III-III-III= PLATE. BOLTS TO EXTEND A EXTENDS UNCOMPRESSED OVER THE WYILL TOP PLATE AT EAVES. I NOT INSTALL A DOWNSPOUT ON AN INSIDE CORNER. DIAMETER BOLTS OR EQUAL. II -III-) I I-� MINIMUM OF 7" INTO THE 11022.3 HATCHES TO ATTIC AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND 8 CHIMNEYS AND FIREPLACE D INSULATED TO EQUIVALENT OF ADJACENT SURFACES.NO COMPRESSION IS ALLOWED. 8.1 MASONRY FIREPLACE AND CHIMNEYS. REFER TO SHEET#7 FOR DETAILS SPAGED AT 6' O.G. AND WITHIN 12" II III-III-� GONGRETE. INSULATION FROM FLOOR TOLLS SHALL BE IN ULATE VIATHPRMANELLY FOR PERMANENTLY FA UM OF 24 8.2 FACTORY BUILT FIREPLACES AND CHIMNEYS. SHALL BE LISTED AND BUT NOT LESS THAN 7 BOLT II _I I UNVEMION FR MFLOOEWALLISHED RADEAND DHO WITH PERMANENTLY MINIMUM ED ° o I I I I I I I I- 2" RIGID INCHES.EXPOSED EARTH SHALL BE COVERED WITH CONTINUOUS CLASS 1 VAPOR LABELED AND INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE DIAMETERS FROM THE ENDS. II INSULATION MAIN HOUSE FLOOR LINE RETARDER,OVERLAPPED 6 INCHES AND TAPED OR SEALED. LISTING. THE BUILDER WILL PROVIDE THE BUILDING DEPARTMENTWTH _ _ _ _ _ _ _ _ _ _ _ _ 110227 BASEMENTMLLS.EXTERIORWALLSASSOCIATEDWTHCOHARIONED DOCUMENTATION AND INSTALLATION INSTRUCTION. MINIMUM OF TWO BOLTS PER I I - - - - - - - - BASEMENTS SHALL BE INSULATED FROM TOP OF BASEMENTWALL DOWN TO 10 FEET BELOW ARCHITECTURAL PLATE. BOLTS TO EXTEND A b ° D WATERPROOFING GRADE OR BASEMENT FLOOR. MINIMUM OF 7 INTO THE II SERVICES L. L. C. Cumn FEAamm W FRWJOMLL CFAJIpW FMr ""_"I I _. M•=Nf CMWLtPAfJ GONGRETE. I 2Pw. FACTOR FACTOR MCT01 O Tftb FAOTOR .&LO MCfOR IO" POURED GONG. EXPANSION JOINT °'6 °" °°° °°" "' °°" Joseph A. St. Jean, Jr., R.A. (p 3.6 GONGRETE. 4" GONGRETE ° ° °°� °" °"' °A°' °°" °°u °°� °°� ' FDO. WALL ..NaYw•tl•,b,O.,Gan.,.,b..bNb.dbn,....�w,,..�o•b.b.o„w.Pq�,Mw.,a.p6.�b,....,..d b.owM..,.Mlb dd, SLAB REINFORGED WITH 6 x 6 Alp - I _ `. ;,Ya,anM�;,.,; ,;;,;:;;;„M; ;,ao-,ab;�.;.�d,��-_M Member .._.a..__.-._.....__. .._....__.. __. --- #10 GA. WELDED WIRE MESH OR Ih - REVISIONS FIBERMESH. SLAB BASE. `� � 11 MINIMUM 4" THICK GRANULAR - - - a II a . NO: DATE: REMARKS: BY; `�J � a � ; ° -26-1 WORKING DW65. DG BASE OF GRAVEL HAVING A I l-I I I=I MAXIMUM SIZE OF 3/4" OR CRUSHED STONE HAVING A I� ° 2.5 FOUNDATION WALLS AND MAXIMUM SIZE OF I/2" PLACED II ° AND IL REFER TO SHEETS #3 -III,;II II I II I II I I I I a I 6.12 ROOF VENTILATION 3.6 GONGRETE. 4 GONGRETE OVER THE GOMPAGTED EARTH. III ° °' a SLAB REINFORGED WITH 6 x 6 CONTINUOUS GOBRA RIDGE COVER W/ VENT OR EQUAL - INSTALL ROOF SHINGLE ORIG. COPYRIGHT DATE x JOB NUMBER: VAPOR RETARDER. 6 MIL VAPOR oliliD° o ° jl � #10 6A. WELDED WIRE MESH OR PER MF6R5. INSTRUCTIONS RIDGE GAP BARRIER FOR BASEMENT AND I 2.2 SOIL BEARING VALUE. ° I FIBERMESH. SLAB BASE. 6ARA6 FLOORS. EXPANSION JOINT I� ' PRESUMPTIVE LOAD BEARING II MINIMUM 4" THICK GRANULAR , / 7.1 ROOFING GLA551FIGATION. 'SHIP: ,-24-03 03080 VIII VALUE IS 2,000 P.S.F. UNLESS 411 BASE OF GRAVEL HAVING A I MIN. AIRSPACE • II OTHERWISE NOTED. II ' MAXIMUM SIZE OF 3/4" OR 7.2 UNDERLAYMENT. clrr: STATE: GRUSHED STONE HAVING A ° a I ° 2x12 RIDGE BD. OR MAXIMUM SIZE OF 1/2 PLACED BEAM (SEE PLANS) 6.13 ROOF 5HEATHIN6. BLOCK: LOT: - OVER THE GOMPAGTED EARTH. • a a VAPOR RETARDER. 6 MIL VAPOR °a m ° BARRIER FOR BASEMENT AND TITLL TIZ�VGO BUILDERS DRAIN TILE WITH GARAGE FLOORS. STONE SURROUND '713" 3" 2.3 FOOTING WIDTH, REFER TO 3 3 6.12 ROOF RAFTERS 2x BLK6. AS REa'D TO Lo Moison v z�4�� SHEET #3 AND #3A, DOVER ADJ. RAFTER GUT A 38 \l< (2) #5 KEBABS TYP. TY�'• AALL ��� DRAWN BY: JOB NUMBER: SHEET NO: TYi�. ,DILL SECTION HOUSE _ T 1 ONl (6ARAISIE) R 11)GE VENN OCTA I �. _ _ �G 130R 4 - SGALE: 1" - II-CII SCALE: 3/4 _ SCALE• / " I � SII © SC 5C, L - ALE �. I -O - ., GN, ALL RIGHTS RESERVED DATE: SC SCHOLZ DESA - - 3/it it �. . 26 13 k;.Q6.-F., © SCHOLZ DESIGN, ALL RIGHTS RESERVED o coPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 441-81' A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROMDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 24'-8R" 15'_31 " 4,_8„ FEDERAL COPYRIGHFROM AN OFFICER T LAWS WS LZ SUBJEEC TODSUBSOANTIAL PENALTIENSTITUTES A S. OF BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 1„ OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY 2-62' I5-�{ 6-4j" 13'-8" OTHER RELATIONSHIP WITH SCHOLZ, HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY q'-5 ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. T/ BUILT-UP R106E BD. GENERAL NOTES 12 _ ALLY MEET NATIONAL STANDARDSTPLANS AND SPECIFICATIONS R AND CODE REQUIREMENTS. THEY DONOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH a REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REQUIREMENTS. ml� FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF -q,-6j" \ PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 2xI2 RAFT. ADEQUATE CONSTRUCTION ON FOUNDATIONS MECHANICAL, AND STRUCTURAL 1 -q I6 " O.G. _� \ I SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED. ARE BUILDER RESPONSIBILITY. \ \ 4G IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL I T COMMON RAFTER dJ \\ 2x12 RAFT. 2x12 RAFT. DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 12 _� \\ ® I6" O.G. 12 16" O.G. CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT 18A (� \\ _� IS SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. \ I \ THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 2x6 RAFT. \ 1„ INCLUDING BUT NOT LIMITED TO NAILING, CAULKING,FLASHING, PAINTING, 16 O.G. \\ \ I -04 (2)2x6 5TIFFBAGK5 AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER 2x6 G.J. \ SUPERVISED WORKMANSHIP FOR ALL TRADES. \ ® 16" O.G. \ —It 4G O 100,/ jjl HDR. PER 2x8 G.J. Tr b L 0 d / PLAN 16" O.G. 1 III 2x8 G.J. _ HDR. PER _ @ 16" O.G. PLAN I I -1d) n I � W > Lij W M 1,_0 , I I f�' —1�9 I I —r _ — 1 > W o Ld l y o I I En T- I I I I SIM. TRIM m I I I � y o I- = 1 I I - i t I I I � _ LLj O i I I � �' I I i2 I I I I I 3E v- a_ 11� 4G =r�r 3�4" T 6 PLYWD. SUBFL. 1 1 Qi I I Inas I I I I I p a 0) J N ON 14" T.J.I.'5 @ 16" O.G. I 1 — I 1 Z c 3 1 m d I I I o En Q HDR. PER mlv = I- - - — L - - - -I- - - - J J _I � z v PLAN W Z I to Q v _I m 3/8, A.G. L- - -cp - L- - - - -I- - - - - - - - � Z LLj I I I I 1 1 I I I I I oz PLYWD. OR_ w c� t� EQ. SOFFITI 1 I I `y HDR. PER I I 1 1 =� I - - I _ p —I� m PLAN I I p — I— - - -I- - - -I - - - - -I N _ I I I I w v N II I I m I I I I I in &REAT R00 O T-,� = 1 1 = w I I I I I I l p I I I —IdJ II l p w I —I 1I s O I I I I I I I `� 151-411 5 �-� I 7'-I" 5� ? I I I I I i -71I 1 ``'1 ED 0�tii , I I 1 1 11 I I 1�'-q" 1 I � � I I I I 10" BOT. 1 1 TUSGAN COL. L_ - - — L_ - - - -I- - - - � — �" , .''� . I I I I 3/4" Tg6 PLYWD. SUBFL. 3/" T66 PLYWD. SUBFL. 4a N r h ON 14" T.J.L'S a 16" O.G. -� I I ON 14" T.J.I.'5 ® 16" O.G. A� I I oIFF ffft - -_- �'nj ar ry_ 15M. PER .Is Thi=III BM. PER - I _ - _ �� IT PLAN -1I I1T 0 'll I I, a III-III-� T -lll— �Jl-ll( 1O„ P •I.� I I�I�1�' I I d FON. OURENAL D GONG. r: � I. -u 1— I�I I—III• ..�I � � ILII all -III=111=111 I� 'rT� 10" POURED GONG. I I II ,I I .< aN' FDN. NALL w ARCHITECTURAL a1 I , SERVICES L. L. C. i3�S�f���lT �• � � ' I IpI f� ��S� ��lT . 1' S Joseph A. St. Jean, Jr., R.A. If ,' Member 4" GONG. SLAB REINF. W/ 6x6 #10ON W.W.M. OVER 6 MIL VAPOR BARRIER ON � 4 SLAB REINF.SLAREINF. N/ 6x6 #10 W.N.M. REVISIONS li II. ON 4" POROUS FILL j� OVER 6 MIL VAPOR BARRIER ON NI ILII• a • NO: DATE: REMARKS: ON 4" POROUS FILL .IIIA —26—I WORKING DW65. BY:a •a- `air •I CROSS S /� GROSS SEGTIO1 - 2ORIG. COPYRIGHT DATE&JOB NUMBER; SCALE: 31e," = II_OII IJA1 ,2J'"S ,5B SCALE: 3iII = II_GII ^� /� Q '1-24-03 03080 8 1�, G/"•l, , B CITY: STATE: GENERAL NOTES BLOCK: LOT: TITLE.- SEE ITLE:SEE WALL SECTIONS ON SHEET FOR TRAVG0 BUILDERS TYPICAL NOTES AND DETAILS NOT SHOWN ON Moison CROSS SECTIONS. Lo A 38 SEE'FLOOR FRAMING PLANS AND ROOF FRAMING PLAN, BEGINNING ON SHEET 5, FOR DRAWN BY: JOB NUMBER: SHEET N0: JOIST SIZES AND SPACING. DG 13O� GN, ALL RIGHTS RESERVEDDATE: 8 13 ALE © SCHOLZ DESIGN, D^TE-26- 3�8, Kv:� l © SCHOLZ DESIGN, ALL RIGHTS RESERVED Q COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT.AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PIANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE, ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 40'-0" FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A NOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 26—1111; ANY 1I3'-OI�" OTHER RELATIONSHIPED OPERATEDWITHDHAVE NO AGENCY SCHOLZ. HOMEBUYERS,ASUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER GENERAL NOTES T/ BUILT-UP RIDGE BD. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS,BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REQUIREMENTS. 2x12 RAFT. 16" O.G. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 12 ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL /��----- ------ SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE 8 --- --� BUILDER RESPONSIBILITY. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 2x6 GOLLAR TIES DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING ® 16 O/G CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT vz SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN �\ DETAILS AND DIMENSIONS. THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS —� (2)2x6 STIFFBAGKS INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER 15T COMMON RAFTER -' SUPERVISED WORKMANSHIP FOR ALL TRADES. 12 0 2x6 RAFT. L 2x12 G.J. I6" O.G. 2x8 G.J. @ 16" O.G. - Ln ® 1 O.G. I I I I I I � I I ® � Lu I I � I• IE II II I I w M d�G 2x6 G.J. / HDR. PER I I I ( I I _ to } I I 0 W ] @ 16" O.c' / PLAN 1 I I I I I �j I I w w o w o �® i� I I i t I I d) N o W I I I 40r, / I8 I I I I 5ATH 2 I I v z ry 12 3�" 2'_1 I '3� 4'-10� 3 11 1 _8 5 � 5-2� I�3 � 5_8 5 �� o E = I'-04"I I In loop / / 2x6 TRAY FRMG. I I I I ii Fes- J © 16" O/GI I I I I I m = Q = 3/4" T$6 PLYWD. 5UBFL. I I 0 v ry 401, ON 14" T.J.I.'5 ® 16" O.G. Z c o J /"1 BOT./ 2x 12 o En . I�� in i NAILER J W z . Q _ 10 ° M Z tnly Z J v o W Li N jn N N NN O 0 o I I I I I I o 3 r = I I = rw I I In I I vvi O I) m PININ6 I I KITCHEN 15 " 17'-101" 5 20'-q" 5 .% �� G 3/4, T10 PLYWD. 5UBFL. th yup- . -' I I ON 14" T.J.I.'s @ 16" O.G. 4t I f - - 1�I N N .I.•� III-III-I�I-I I II• -� BMPER -! _ -111=1=1I I . -III ILII-I 1= II•. PLAN Il. ._ I =11MT '11-lll-lll d 11 .1 LWT 21'-54" •:•a I I 'II ARCHITECTURAL 10POURED GONG. .. �� ° SERVICES, L. L. C. FON. WALL .� BASEMENT .LIQ Joseph A. St. Jean, Jr., R.A. p II� Member 4" GONG. SLAB REINF. H/ 6x6 #10 W.W.M. REVISIONS OVER 6 MIL VAPOR BARRIER ON SII •I�ION 4" POROU5 FILL III a NO: DATE; REMARKS: BY:4 ILII9 P-26-11 3 WORKING DW65. DG EZ! a d •d a •y 4 •�a. •d •d ORIG. COPYRIGHT DATE&JOB NUMBER; 7-24-03 03080 TOVMSHIP: CROSS SECT I O 1 - Cln: STATE: SCALE: 3/5" = 1'-0" 1,11 A, ,2A ,SB GENERAL NOTES BLOCK: LOT; SEE WALL SECTIONS ON SHEET 4 FOR TITLE. TYPICAL NOTES AND DETAILS NOT SHOWN ON TRAVGO WILDERS CROSS SECTIONS. L-0 moison SEE FLOOR FRAMING PLANS AND ROOF A38 FRAMING PLAN, BEGINNING ON SHEET 5,FOR .JOIST SIZES AND SPACING. DRAWN BY: JOB NUMBER: SHEET NO. DG I30R .415DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 3/SILL © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SOW IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLE SCHOLZ 12 12 COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 18 18 A PAYMENT OF A HOUSE FEE FOR HESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLAN 2" 11-04„ NAMEAND/OR SEVEN FSCHOLZ DESIGN COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN P RMIISS 4 FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES 2x12 RAFT. 2x12 RAFT. 2x8 RAFT. 2x12 RAFT. @ 16 O.G. @ 16 O.G. @ I6" O.G. @ I(�" Q.G. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, "SIMPSON" MT530G DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY @ EA. RAFTER "SIMPSON" MTS-90 OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, 12 12 @ EA. RAFTER SUPHEPLBUILDERND OTHERS DO SO ATETHEIIRNG INTO A OWN RISKBANDESS SHOULD PR { PRUDENSHIP TLY 8 8 ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE HE 4" I'-04" REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY IYYA ,o° RELATIONSHIPS WITH BUILDER. .,SIMPSON" H25A "SIMPSON" H2.5A I� O - GENERAL NOTES @ EA. RAFTER @ EA. RAFTER In SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET 2x8 G.J. °° EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH \ ICE NATER SHIELD — — — — — — — — — _�,, -I I6" O.G. °34" REQUIREMENTS.BOLDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS (Y1 — OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CUMATIC OR USAGE REQUIREMENTS. DIP 3�, I I I „ � 3/4" TIG PLYWD. 5UBFL. O I 3 O ON 14" T.J.1.'E, @ 16" O.G. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT NTL. DRIP EDGE °o° ((� FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR - - ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL — — 2x6 SUBFASGIA BD. RESPONSIBIUIY. SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE BUILDER GL6. J5T5. GL6. J5T5. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING PER PLAN 1x8 FASCIA BD. PER PLAN mN CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN N N )I DETAILS AND DIMENSIONS. I I I IxO VENTED SOFFIT Ixl2 VENTED SOFFIT SEE DETAIL 11/4G FOR SEE DETAIL 10/4G FOR HESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS TYPICAL TRIM NOTES INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, TYPIGAL TRIM NOTES AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES Ixl2 FRIEZE BD. Ixl2 FRIEZE BD. ON NO. BLK6. ON 5/4" FILLER Lc lL o MASONRY VENEER 1 LO 5., d) ® uj rn > 5 w M LO w > 0 VE EAY = SETA I L EA ETA I L EAVE ETA I L EA\/r= ETA I L 1:Z SCALE: 1%211 = I'-O" IB, D,4 B CD E cn SCALE: 1�2" = I '-O" 1,4A, ,4D E,56 SGALE: k2" = 1'-O" IA,4 ,4D, ,5B SGALE: IV2" = I'-O" IB, A,4D, B � J 0 c� 0 o ry Qf z o c� J J N Z U J --I W Q Q pCD Z 5j" 2.. Z J m U CD O s V) N p r� SHINGLE ML06. �� W N c) a� NN@ o 12 3 0Ix8 RAKE BD. O 12 CD 12 ON NO. BLK6. U U L cn IS� CIO r-04" ON NO. BLK6E 2x12 RAFT. ®�,> �� @ 16" O.G. 5" Ix4 5U[3-RAKE �` . LIS ar "SIMPSON" MT530 2x6 RAFT /4 ON 3 " NO. FILLER @ EA. RAFTER MA5ONR1' VENEER " l w "SIMPSON" MT520 �OF 3/4" T46 PLYWD. 51.51F @ EA. RAFTER L. 24" =Kv ON 14" T.J.I.'5 @ 16" O.G. 1z G.J. 2x6 @ O.G. ,�{� TAIL �(0 Z�ETA I L �-t MTL. DRIP EDGE 511 SCALE: 1%2" = I '-O" �,5 SGALE: 1%2" = 1'-O" 1,1A 1 B B ml�r I Ix4 GAP = 3V2" GROWN MLD&. ARCHITECTURAL Ix4 ON NO. 163LK6. - SERVICES, L. L. C. SEE DETAIL 11/4G FORO TYPIGAL TRIM NOTES 1x4 SOFFIT , Joseph h A. St. Jean, Jr., R.A. Ix6 FRIEZE ONMember 3/4" FILLER (2)2x1O HDR.L 011 REVISIONS LL 3/4" 5T000O NO: DATE: REMARKS: BY: Q OR EG2UAL -26-1 WORKING DW65. DG 1: 0CR 'ER DETAIL. riS"� SCALE: lie" = 1'-0" I,IB,4 ,4B, E,56 ORIG. COPYRIGHT DATE k JOB NUMBER: ,{ 1-24-03 03080 EAVE � =TA I L ri — TOWNSHIP: SCALE: IV2" = I'-O" I ,4E,5 CITY: STATE' GENERAL NOTES BLOCK: LOT: SEE WALL SECTIONS ON SHEET 4 FOR T'ttL. TYPICAL NOTES AND DETAILS NOT SHOWN ON TRA1/GO BUILDERS CROSS SECTIONS. t Lo Moisoll SEE FLOOR FRAMING PLANS AND ROOF A 38 FRAMING PLAN, BEGINNING ON SHEET 5, FOR JOIST SIZES AND SPACING. DRAWN BY. JOB NUMBER: SHEET NO: DG 130 �G DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1 1/2�� © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SOW SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCH02 DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SpiOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE 2'-O" I'-(�" 1'_(�" REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABIUTY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. GENERAL NOTES T/ BUILT-UP RIDGE BD. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENT'S THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REQUIREMENTS. FOUNDATION AND ELECTRICAL DRAPINGS ARE ONLY SUGGESTED LAYOUT " FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 2x12 RAFT. OF 15T ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL ® I6" O.G. T/ BUILT-UP RIDGE BD. 111 SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE COMMON RAFT. I'-O4 BUILDER RESPONSIBILITY, 12 IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING T110 18 CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN I2 r-Kp SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT I O SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. x G.J. THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 1611 O.G. INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER ---- -----� SUPERVISED WORKMANSHIP FOR ALL TRADES. 12 2x6 COLLAR TIES 2x12 RAFT. T/ 2x12 NAILER - I6" O/G @ 16" O.G. O HOLD DOWN I" FOR C> VENTILATION .- ' 12 r+� to ® rn m 51 M. 18 2x8 RAFTLi. TRIM =� @ I6" O.G. � > _ 13 p W N _ I„ W W � 1 -O 3/411 T4G PLYWD. 5UBFL. - --- I -O 3 , 3 -O I -04 >' � r (lj I 1 4G ON 2x12 F.J. 16" O.G. `. `��� /4 T4G PLYWD. 5UBFL. N W - - -- ON 2x12 F.J. @ 16 O.G. Lli o 2x8 G.J. o _ <nI� w �_ cn 1 i11 -- _ 16 O.G. - _� >s 51M. o E OI 12 N `tJ� -- O rs TRIM a v' I0 j J I^ I 2x4 G.J. HDR. PER -+�* 4G H I Q = � I I I 1 4G N ® 16" O.G. PLAN N DR. PER =� 4G o _ HDR. PER -I PLAN cV : o Z � 7 2x6 G.J. _ F _ Tn Q 1 — — — 1— I PLAN 2'-2" 1 _��„ 51_[ 111 1 �$, 21_211 —1— HDR. PER @ 16" O.G. J N z PLAN Q o I I I N II II II II _ N I I I I I _ I I I I ILL-- I 1 1 CD o w w° I I I I II � �' X11 MM Lu II V) _ p I I I I I I I I I Tnl�r Lu °lay ? © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAVM, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 24'-4" OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH I� THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY 5'-4" Iq'-Q" ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR I u 1„ ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY q'-6" /II 13-10 q,-ql� ADM RELATIONSHIPS WITH BI GENERAL NOTES T/ BUILT-UP RIDGE BD. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET T/ BUILT-UP RIDGE BD. EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS, BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, � 2x12 RAFT. CLIMATIC OR USAGE REQUIREMENTS d @ 161, O.G. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF 12 PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR r k0 ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL / 2x12 RAFT. �{'-8" B SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE / � @ 16O.G. BUILDER RESPONSIBILITY. " IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL I,_a„ r_O21rII DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT 12 �� // IST COMMON RAFTER (2)2x6 5TIFFBAGK5 SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN 12 --- DETAILS AND DIMENSIONS. / 12 12F X, �- 7--- I '- �- � -- THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, __, _ I I AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER 2x8 G.J. I -�9 _I� SUPERVISED WORKMANSHIP FOR ALL TRADES. d / @ 16" 2x6 RAFT. _-_-- HDR. PER 2x10 G.J. ry 4G / _ O.G. PLAN O.G. // ® 4'-102'" I I ® o /y �{G 2x6 G.J. dd /� HDR. PER mIv @ 16" O.IG d , PLAN /I I BONUS I I d d d BEDROOM S. o I I W M o II d I I N LLJ // I = 5�" 71_31' 3 13' I _ -� LLJI -O // I'-O I,I I 3'-IO II 512 10'-8" �9 3 3'-10 '1 I._O I ' d d // �0 W V) o cn 000 LLJ I d d � cj�W� 3/" Ti6 PLYWD. 5UBFL. - OJ o E , ON 14" T,J.I.'s @ 16" O.G. 3/4 T66 PLYWD. 5UBFL. V) _ ON 14" T.J.I.'s @ 16" O.G. _! m - in / BM. PER64 yfw I ~ Q = ry ill — 1 I� O O �- PLAN i Z ILL== 1 CN i 4G 1 IV - Al � O o N a �� - - - - 4G -� I W z " rl4Jxr BM. PER N N ire 2._41' ry Q Z II I PLAN C.� cn I G'-6" I_ C� O v1 = q l NOTE: GARAGE-DWELLING I ° OFF 1 GE w N SEPARATION: 5/8" TYPE X = I I _ 1 GYPSUM ON GARAGE WALLS, -k° I I ' I I I I -I`° N a O °I6J GE I L I N6 d AROUND SUPPORT -� I =, iILLI I -� 3 _ BEAMS, 6 MIN. %2" TYPE X I I I I I I I 6 �� w I I v GYPSUM ON OPPOSITE SIDE I I O I I I I I _p I I U U1 O OF WALLS. OPENINC75 IN GEILIN��ii I I I I I I LAUNCRT. ARE NOT PERMITTED. &Ar" 5;2? =111 " I 13'-�" 3 II 31_g II I 3� 5'-2" I 3 q' I" I - O 5"„ Q 3/" Ta& PLYWD. 5UBFL. MAIN HOUSE FL. LINE ON 14 T.J.I.s @ I6 O.G. - - - - - - - - - - - - - - - - - -L - - - - - - - - - _ - #4 BARS 12" LONG W/ mnr 4" EMBED. @ 12" 0/6 SLOPE FL. 4" - O TO DOORS - ? Pal cnry N I — _ �?,q 020201 . i IC•. mN 1 A _ BM. PER = •. L� �� I I I I— Ir OF l =1T1=III=�I=SLI I�I ITI I III II I II PLAN 15'-I-II I�I III �II'' 11 �. a II I� HJI— I 11=W=ill 4_0 111 111 +I 10" POURED GONG. ,+� • III-LI I4-4 - II FON. WALL , iI . II-�u . 1I• I •;II. p l • II 8 Il p • .� , : L . •u o o I 10„ � POURED GONG. N' 1 JI. FON. WALL BASEMENT D D is ARCHITECTURAL GROSS SECTION II .. SERVICES, L. L. C. 4 GONG. SLAB REINF. W/ 6x6 #10 W.W.M. SGP\LE: /8 = II-SII 18, 21� N. OVER 6 MIL VAPOR BARRIER ON �I� Ike Joseph A. St. Jean Jr. R.A. ° ON 4” POROUS FILL Member • REVISIONS d •'4 •° T NO: DATE: REMARKS: BY: —26-1 WORKING DWG5. m CROSS SECTION 8 SCALE: 3/8H _ II-CIIJA, ,5B ORIG. COPYRIGHT DATE do JOB NUMBER: 7-24-03 03080 TOVMSHIP: CITY: STATE: GENERAL NOTES BLOCK' LOT: TITLE: SEE WALL SECTIONS ON SHEET 4 FOR 1RAV00 BUILDERS TYPICAL NOTES AND DETAILS NOT SHOWN ON 1.0 maision CROSS SECTIONS. A 38 SEE FLOOR FRAMING PLANS AND ROOF FRAMING PLAN, BEGINNING ON SHEET 5, FOR DRAWN BY: JOB NUMBER: SHEET NO: JOIST SIZES AND SPACING. DG 15O DATE SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVEDpoll 8-26-13 3/SII 1LY:D}DD_;N, 77 © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS, BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A MOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SOHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY r-------------------- WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE, DESPITE THE REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR r -----, I r ------ ---- F------- --------------------- ----- ----- ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY I I I r----------------- I I I = j = RELATIONSHIPS WITH BUILDER. I I I I I I I I i i i ml� I GENERAL NOTES I I I I I d) 1 SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL -\'9 STANDARDS AND OODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET I I I I I I I EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH ---------------- ------- r �� 1 REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS I r------------------------------------------------------- --------------------------------------------------------------------------------------J L _______________________________ __ OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE I I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, I I I CLIMATIC OR USAGE REQUIREMENTS I I I I I I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I I I I I 1 I r I j FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF I I I X I I W 6 1 - I PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR I I Q I 1 I�� I N \ I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL I O 't( f) J I j QIjD I X 0 j SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE 0 -AI 1 '� ~ BUILDER RESPONSIBILITY. Q I Z I -T - I I I v < I IV f11 Q - IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL I I I v ® m Q I cz (Z DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING QCONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN lk I m �- I — SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN I I 1 I DETAILS AND DIMENSIONS. I I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 1 I \ INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, I I I AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER —Itr— I SUPERVISED WORKMANSHIP FOR ALL TRADES, — I I I I I I I I I I I I I I I II I ----------------------- --------------- ------ ----------------------- ---------------------- I O I I L I 1 --1 I I -I----------------------------- I I I � I M v' I I I N \ I ® Ld rn I I ITS I -7 I - m VD i O 0f r- I W In I I I I N r� 1 1 > L W I I X X I O I I - - W I— cn I I \ry ,Q r-- (f) S ai WI 1 ImJ ------------------- - ---------------- ---------------- ---------- --------- D N LD CL CD Q N I H J y = I 1 (17 J I = Q = 0 I ry I I GAP. 2-700# — o MIN. HANGER J 1 (' I I I O `9 I [if 2 V> fV 13'-8 � I UJ 5-q 2 fl'-O" " z m Q I I 1 J W I I j 1600# I Q 2800# Q 1 - m 0 i i i x i - i _ ~ TUB i I CD O L) (VERIFY DRAIN i (n _ SHO N _ i I i X WER ® LOCATION) i Lu N I I I In Q - �j I _ 4-I I - =N I N I I I I 11 _j x � m � + W/G fV O �o \y p I � � O � I =�� i X SLL mJ t'() � J 3 1 _ Q \ < I �� -! � Q � I � cD v �-------------- = s Ln J m¢ I � Q = Q _ .n C/- ________________________________________J I -------------- Ln Q I I I J _� 2 Q (� (Z �____________� I to W_ -- ___j J ----------------------------- ----- ------------i cl� X i 2'-2 U # o m � X i F-1 r ----------, r----- rV`>�O IL----------------------------------------------- I I L------------------------------- -- I LJ IN L------- ----J ------------J Q I 1 I r-------- I I ul � I 1 � A L----------------------------------------------------------------------- -- L -------------------------------- — I J L I = 2 Q I r- -, r ---------- til ,3 . ---------------------------------- L.____J __, I 1 1 M �!'tll-- L_ 1 I ------------------- ----� QD 6-4" 3'-0" ARCHITECTURAL SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. Member REVISIONS NO: DATE: REMARKS. BY: -26-I WORKING DWGS. DG USE METAL JOIST HANGERS AS REQUIRED. I= IRST ILOO �ECK PLAN SOLID BLOCK UNDER ALL LOAD BEARING POSTS. ORIG. COPYRIGHT DATE k JOB NUMBER: SGALE: %411 = 1'-011 TUBS DRAINS ARE LOCATED 9" FROM STUDWALL, WATER CLOSET DRAINS ARE LOCATED 12" TOWNSHIP; '7-24-03-03 03080 FROM STUDWALL.. CITY: STATE; SCHOLZ STANDARD OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH DOUBLE HEADERS AND DOUBLE STRUCTURAL NOMENCLATURE FIRST TWO DIGITS=TYPE OF MEMBER, TRIMMER JOISTS UNLESS NOTED OTHERWISE. BLOCK: LOT: FOLLOWED BY OUR CALCULATION NUMBER AND THEN THE STRUCTURAL INFORMATION. BH : BEAM/HEADER THE ABOVE FLOOR DECK LAYOUT REFLECTS AN ENGINEERED FLOOR SYSTEM. TITLE: CF : COLUMN FOOTING THE FLOOR IS TO BE DESIGNED TO MEET OR EXCEED A PRO RATING VALUE OF 45 POINTS . TRAYGO $UILDERS PF: PERIMETER FOOTINGLa Maisorl SEE SUPPLIER'S DRAWINGS FOR SPACING AND PROPER INSTALLATION. BH-21PW8x18 STEEL BEAM A 38 SUPPLIER HAS THE OPTION TO SUBSTITUTE AN EQUAL OR BETTER FLOOR GIRDER FOR ANY DRAWN BY., 108 NUMBER: SHEET NO: OF THE ABOVE BEAMS. DG I5OR 5 DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1/411 low © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY N INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS 1 I OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOIZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. I Imo" 2 " A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL L - USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 2x 12 FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF BLK6. N O w)] N FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. = BLK6. I , BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY rh OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER N RELATIONSHIP NNTH �iGLNENESSPTL BM. PER BM. PER SUPPLIERS, AND 0 ABUSIS RELATIONSHIP WITH -1 PLAN ' PLAN THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR Q Q ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY LL - LL - RELATIONSHIPS WITH BUN.DER. LL \� LL \� Q Q GENERAL NOTES 51 ALO SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET 14- EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS,SLIM IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, I� I CLIMATIC OR USAGE REQUIREMENTS. ETJ ` I L ('x�� �E TAI L Y FOUNDATION AND ELECTRICAL DRAWNGS ARE ONLY SUGGESTED LAYOUT /� FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVEOF Sc,ALE: 3/411 11-011 5A Sr ALE: 3i4" 1'-O'1 SA PARTICULAR JOB REQUIREMENTS, PREPARATION OF DRAWINGS FOR ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE BUILDER RESPONSIBILITY, 80'-011 IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT 1-1'-q 2'--j SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. r------------ ----------------------- I ---------- , THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 23'-102 3rJ'-q" I -----L--------- i INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER I j SUPERVISED WORKMANSHIP FOR ALL TRADES I I I ' I I I I _-- __J-____1-__1._____--1 _-_ __J___________1_____________1______________-L_-__ L_____—_____—_____- I I I I I I I I BH-24 I I I I I I I I (2)2x12 ' I LnI I I I I I I I ILLI 4 I TUB i I I > I I I I I I I Ld ►.� 0 I I N I I I I I I - N M jLd`t lL 1 1 W .t ry I I TUB I I I I I 20'-0� I X N i > o I x s W i I v ---- ---- r I - m J wu v Q UJ N N i W I o -� I -KV - J I lD O _ -KV p I ti I r---- r----- I _I � � O •0 J Z p lj O m�v O Z p �� I I W � � N � I I I I - I I I I m - N Q = _ ,- ,- _ I I E - ED EL �v N v I (A J v Cr - Q X Q I I ~ I I �G � - � = I I L- I•-1 _ - ----- --- X r- ---- ---T �- I I BH-24 I (� o :_' H i x v (2)2x12 i Ii J Z o V) S,Q 0� = a UI I I I 0 I I NJ C Q Z BH-46 3%2"x4" I mJ Q %Z TJI's Q MPARALLAM < Z i I6" O/G i --- I ------- Z J 0 jj II I L�----- ----------------------------------- ------ --- ---� --- --- ------- -------- l O U r----------= r � r----- ----- ------ , H I I I II I I I I 1 " L - -- L---- L_---- V/ w i i I BH-45 3%�"xl4" I -O� - ---- - --==--L=====__�---- -----��� H i i i i i i i i w I I PARALLAM Y -KN j j i i I I I I I I N (D I I 14" UJ= m Ii Ii I I I 0 TJS F� N I I I I J O ® 16 0/G BH-44 3%2"x415A x 2x6 F O 1 I I O PARALLAM 9 Q t3DI I = II a ® ii rJ ii II N ii X 16 OFl U � - - ------------ _-- --____- --= I i i i i i Q I I I I I I I I I I I I I I I I I Y I N I I I I I I I I I I I I I I 1 Q I I I I I I H m I ILJp I N I I -------------------- I L----- I I H ---------- L ---J L---------J L J L------------ ------ ------------- T- U31-1-41 ----- I L _J L____J u' ------- ------------- -------J IJ I I v i BH-41 5V2 X14" i L-r PARALLAM I I 1 1 - 3'-5" i � i 56'-I 111 i i � i I '/ i i '- 'c , f. ,�� ��►. I I J -1 I I -LIt I I N Q I �_ I I [] r-1===== _j QFu I I I I I I I I I 11 I I I I I I I I t II I I I I I I I I I I I �1 zQ I I I I I I I I I I I I E V II I I I l I I I I I ' I I I . I I I I II ___ _____ _____ _T___-_-__-__T_______J I I I �_----________ _-- J L________J -,�-------------4-------- I I I T________ T_ I L - I-------J L------�I I __ I I r---------------,�------------ ------------I BH-43 3%2"x 14" ; i i i I L J IL I PARALLAM I I III � rT� ARCHITECTURAL I I I I I I I I I I I = i 14" TJI'S SERVICES, L. L. C. 16" 0/G I I I I I I I I I I I I I I I I I I T_______________T____•T______T ti ll7 I I I I I I I I I I I I r--1 r----------------1 Joseph A. St. Jean, Jr., R.A. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r 1 I I I I I I LJ I I I I I I I I , Member T_________ _________T____-T_____-J I I L T------T----------r-----T- -J �J I I L-J I I L----- REVISIONS L I L--------->'------+-------- -----� ----I ---� I I r --� k-------� ---'r---J I L_______ J L_________J L________J L__, I I I I I r_J L______J L____J I I L---J L--------T-----------------T--------j I I N0: DATE: REMARKS: BY., L------ -----------------+---------J I -26-13 WORKING DW65. DG L_--------------- L----------J 5'-411 Iq'-o" USE METAL JOIST HANGERS AS REQUIRED. Ir Ir =�ECK PLAN SOLID BLOCK UNDER ALL LOAD BEARING POSTS. I ` ORIG. COPYRIGHT DATE k JOB NUMBER: SCALE: V4" 1'-0" TUBS DRAINS ARE LOCATED 9" FROM STUDWALL, WATER CLOSET DRAINS ARE LOCATED 12" 7-24-03 03080 FROM STUDWALL.. TOWNSHIP: SCHOLZ STANDARD OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH DOUBLE HEADERS AND DOUBLE CITY: STATE: STRUCTURAL NOMENCLATURE TRIMMER JOISTS UNLESS NOTED OTHERWISE. BLOCK: LOT: FIRST TWO DIGITS=TYPE OF MEMBER, FOLLOWED BY OUR CALCULATION NUMBER AND THEN THE STRUCTURAL INFORMATION. THE ABOVE FLOOR DECK LAYOUT REFLECTS AN ENGINEERED FLOOR SYSTEM. TITLE PC ' ST%CHEADER : PMN THE FLOOR IS TO BE DESIGNED TO MEET OR EXCEED A PRO RATING VALUE OF 45 POINTS . TRAV00 BUILDER5 CF : COLUMN FOOTING SEE SUPPLIER'S DRAWINGS FOR SPACING AND PROPER INSTALLATION. LaMq I S O I'1 PF : PERIMETER FOOTING EXAMPLE: 38 BH-21 W8x18 STEEL BEAM SUPPLIER HAS THE OPTION TO SUBSTITUTE AN EQUAL OR BETTER FLOOR GIRDER FOR ANY OF THE ABOVE BEAMS. DRAWN BY: JOB NUMBER: SHEET NO: nG 130th �� DATE: LE: SCA © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1/411 © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PRONDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REORAPM, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SOW TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE 4G REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. 51M. TRIM ----- _______-- I 1 r 1 1 GENERAL NOTES II I� I GROSS II SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 4G I I I 1 SEGT. STANDARDS AND CODE REQUIREMENTS, THEY DO NOT NECESSARILY MEET 4A I� 4G EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 1 I I 4G REQUIREMENTS,BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE 1- ff 7 X = = I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE -- --- -- T- -- --- -- -- --- -- - --- -- - - -- --- - -- -- -- -- --- - -- -- -- -- -- --- - -- -- --- - - - I - -- --- -- --- -- - -- -- - -- --- CLIMATIC OR USAGE REQUREMENT& ----- -- - F - �/ - --- -- 1- -- --- --- -- --- --- -- -- - -- --- - -- r -- `- --� - -- -� -- -� -- --- -- -- -- --- - - q = - - it T r1 F � I I I I - -- I I I I �I - (� - - 1 I I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I I I H �- --- I I H 1 1 I I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF + 1 1 1 1 I 1 1 1 1 1I _ - Lu I 1 I I 1 1 I I I I I I I I I F I = = PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 11 I I I I I I I I I q BH-5A I I I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL I I I I 1 I I I I I I (2)2X12 I I I SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE I I F 1 1 I I I I I I I I 1� = I BUILDER RESPONSIBILITY, CL BH-5B I I ? (2)2xI2 - I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL CI L ___ __ ___ J I (p ___ I I I I I I I I I I Q 1 DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING j I I >S N - I J II II j CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN J L __ J I �� rL1 = _ I SPECIFIC UTILIZED M A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN IZ I I (() I I V 1 j DETAILS AND DIMENSIONS. I I I I I fn I I ~I j I I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS I I I I I I I CV I I L(1 I I _ INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, L-4 I I I I 1 1 I I 2 x AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES 4G I N i i BUILT-UP RIDGE BD. D_ o I I H I I I I 1 - - - - - - - - - I I _N ' ----------------------- -- f � - --- --- -- -- -- -- -_ -- -- -- ------ — BUILT-UP RIDGE BD. -- _- --- -- -- --- -- — -- -- V111-1-- -- -- ----------- x 1 I u� -- - -- -- - -- -- - - ------- 0 1 1 I I m 5'-2 q� III I I I u ui I ui BUILT-UP RIDGE BD. BUILT-UP RIDGE BD. 1 w ►� 1 I I X6 i i Fi = I II Q PARTIAL p LN O SECT. L,_I ' ii ro H ' I cvN < � ' I _ 4D > O I I x I -- = s w I II II I mN II 2 -11 2 ry X I N nLd N O � O I cf) I I F`< I I -- --- i IN -- -- -- -- -- - -- -- --- -- --- -L i iZ- --- -- --- -- -- --- - I [0 cV �� I N ry �I Ii L� ami I I I I y I I 1 1 I I I II II II I III Q j II I I EE p E I I I I I 1 1 I I I I L II > > cn I I I I I I III I 1 I Q O �- I I LL =- -- -- - - - - - - - L -- -- L-- - - -- J L -- - -- - -- -- -- -- -- -- T- -- -- --- -- -- --- �, -------1 II II 1 I SIM. TRIM J o II - -- -- -- - - - - -- -- --- -- -- -- - - - - ITI — — - -- -- - - --= ------a - I = Q = �- I I 4G - - L II 51 T I 1 11 1 1 l i � Z o to I I I I I� J I I Lu I I IN I III 2x12 RAFTERS 16" O/G i i i i i� F I I I d� J W Z U -1 1 � I I 1 m II 11 I = I I = _ _ = F I I I I j Q '2 }- i I I q III I N DBL. 2 OF 3 1 1 1 1 1 1 z t ry N I 11 14'-l0" I I I I = x c� o LL I I iiII I I I i N N I L = = = — r- I I (/) LiJ O 1 CN I I {V I () d �1 -�I i i -1 iiII II (N II II III I i i N I - — - — I I 6^ III p N I i i I 1 1 LQ m l i �� I I BH-13 - — iJi I I m", i I ---I O > O II 111 I III III l i - - L - 22x12 O l I I 11 1 4r, l i �� w to p _ I I II it 11 �lll I11� X I I BH-12 0 1111 IIII . N J (22x12 -- --- - cV r ------- ---- -� --- -- �T --- -- 1 - - I - -- I o Q --- ly ARC m < 1 G 6 q -6 1 13 4G i 1 4G i i l ' 1 1 I I I I 4G 16 4G GROSSrw7 I I i I 1 1 1 1 4G 5 SET. 4E I I I I 1 1 i i i I I I (� 1 l i I i y.:� Ca, I I I I I I I I I 1 1 I I I I 1 I I it l I I I I I II I L--------J -----------r-- --T-- -------il L--------J� i -- - -- - -- -- -- - J L I I -- - -- - -- -- i 4D 8 - - -- - -- -- -- - -- - - O I I R T I I 1 1 4EJ_ --------- -- -- -- --- --------------1-i 6RO55 I b SECT. � cRoss � 13 Ib � GENERAL NOTES SEGT. DORMER FRM6.: 4G 2x6 RAFTERS ® 16" OIG, SIM. TRIM G'-6" -P-6" DORMER FRMG.: 2x12 HIP RAFTS. 4 RIDGE BD, 2x6 RAFTERS ® 16" O/ DRAFT STOP: PROVIDE DRAFT STOP SO THAT CONCEALEOIC,, 2x12 HIP RAFTS. d RIDGE BD. SPACE DOES NOT EXCEED 1,000 SQUARE FEET MAXIMUM. ATTIC ACCESS: ALL AREAS THAT EXCEED 3 30 S.F.AND HAVE A VERTICAL HEIGHT OF 30" INCHES SHALL HAVE AN ATTIC ACCESS �El 4 A ARCHITECTURAL GROSS GROSS OPENING NOT LESS THAN 22"X30"WITH 30"OF UNOBSTRUCTED HEADROOM. SERVICES, L. L. C. SECT. SEGT. INDICATES HIP IS SUPPORTED BY COMMON RAFTERS. Joseph A. Sf. Jean, Jr., R.A. Member ARROW AWAY FROM BRACE INDICATES DIRECTION REVISIONS OF BRACE TO BEARING LOCATION BELOW. NO: DATE: REMARKS: BY: -26-1 WORKING DW95. E* ozARROW INTO BRACE INDICATES A VERTICAL OR ALMOST VERTICAL BRACE. ALL BRACES ARE 2-2x4'S NAILED TOGETHER W/16 ORIG. COPYRIGHT DATE k JOB NUMBER: PENNY NAILS @ 9"O.C. BRACES LONGER THAN 10' 1-24-03 03050 R00f= f=IRAM I N6 FLAN MUST BRACED HORIZONTALLY IN TWO DIRECTIONS TowNSHIP: AT MID-HEIGHT.EIGHT. SGALE: %411 _ 11-0" USE METAL HANGERS AS REQUIRED. CITY: STATE: 2x6 SUBFASGIA TYPICAL UNLESS NOTED OTHERWISE. 2x12 RAFTERS @ 16" OIG TYPIGAL UNLESS NOTED OTHERWISE. SCHOLZ STANDARD SOLID BLOCK ALL VALLEYS. BLOCK: Lor: STRUCTURAL NOMENCLATURE ALL SADDLE FRAMING MUST EXTEND A FIRST TWO DIGITS=TYPE OF MEMBER, TITLE: FOLLOWED BY OUR CALCULATION NUMBER MINIMUM OF 16 PAST THE FINISHED WALL TRAV00 MILDERS AND THEN THE STRUCTURAL INFORMATION. CONSTRUCTION. SADDLE,VALLEY AND Lo Maison CFBH : BEAM/HEADER VERTICAL WALL MUST BE COVERED WITH:: COLUMN FOOTING A PROPERLY INSTALLED ICE AND WATER !fit 3S PF: PERIMETER FOOTING SHIELD MEMBRANE TO PREVENT ANY EXAMPLE: INFILTRATION OF WATER. MASONRYAREAS BH-21 W8x18 STEEL BEAM MUST BE PROPERLY FLASHED AND DRAWN BY: JOB NUMBER: SHEET NO: COUNTERFLASHED. DG DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 5-26-13 /�LL -- ---------- © SCHOLZ DESIGN, ALL RIGHTS RESERVED O COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOIZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SWOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS,AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ, HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUI DER. OUTSIDE GORNER, I GENERAL NOTES I I SEE DETAILS ON I ENGINEERED WALL, ' I SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL SHEET 5F. SEE SHEET 5E ' I STANDARDS AND OODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS I I I OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE I I I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, T— Mil I I CLIMATIC OR USAGE REQUIREMENTS. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I I UNREPRESENTATIVE AREQUIREMENTS. PREPARATION DRAWINGS FOR ECONSTRUCTKN ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE BUILDER RESPONSIBILITY. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN I I I SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN rr— I I I I , — — — — — — — — — — — — — — — — , DETAILS AND DIMENSIONS. THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS INCLUDING BUT NOT LIITETO NAILING, CAULKING FLASHING, PAINTING, AND WATERPROOFING. D IS RESPONSIBLE TPROVIDE ROPE SUPERVISED WORKMANSHIP FOR ALL TRADES. I II I I I I I I I I I C3 I I I I I I I I 1.0 I I ►LdLLJ NO� O I W I O I O I I IU") p I I I I I I to L.Li> I I I I � � W I I �I I L - - - - - - - - - - - - - - - - - — - - - w o U) I I I I ILLJ I I L w d I I - - - I I i------- ----------- - Li 0 1= ry LUo J I II I I II II I i � ~ J I I I I I I I I ' ' ~ Q 2 a LLJI I I I O I • I I I I J V) o V —I W I I I— - - - I I I I L------- ----------------- -- J W Z 6 z I - - - - - - - - - - - - - - - - - - - - - - - z z L — I - - - -- -- Fn z J cn w W 6YPSUMOTH SIDES. SEE QUIRE ENTS ON SHT. SF (TYPIGAI ALL SHADED INTERIC�RIWALLS) I I I p N REIB N J I I I— J 0 I I I I (n v U I I I I I I I I I I C) @ I I I I I I I I ' I I I O I I I I I I I I I I I I I O I I I I O I I o ( °A16 0 A p ear• A6 , wS, ", INSIDE CORNER, I I SEE DETAILS ON �- SHEET 5F I I \ I I I ( I ENG I I I I I SEE ID WALL, SHEETI I ARCHITECTURAL SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. GENERAL NOTES Member REVISIONS NO: DATE: REMARKS: BY: 2 4 The purpose of the information on this sheet is to show compliance to 2006 IRC wall f P-26-1 3 WORKING DW65. DG bracing requirements up to seismic category C,wind speeds< 100mph. This structure has been designed using continuous wood structural panel sheathing(R602.10.5). ( �� r—L.COR ?SALL � �� I �I� Note: Some interior walls are sheathed,see plans for locations.II IIII I� All sheathing areas of the exterior braced wall lines are to be sheathed,including areas ORIG. COPYRIGHT DATE&JOB NUMBER: SCALE: = I —O above and below all(door and window)wall openings.In addition,a minimum two feet '7--24-03 03080 wide full height panel is required at each end of braced wall line at comers,including TOWNSHIP; perpendicular wall line. Interior braced wall lines have gypsum wall board installed on 1 side in accordance with IRC CITY. STATE: chapter(8702.3.5)on interior or are sheathed(8602.10.5). BLOCK: LOT: Inside and outside corners are to be constructed per R602.10.5,see detailed on sheet 5F. Portal frames as required and indicated on plan are detailed on sheet SE. TITLE:NOTEI: FOR A SUCCESSFUL INSTALLATION THAT IS DESIGNED T;ZA\/GO BUILDERS TO PROVIDE THE REQUIRED DESIGN PRESSURE PERFORMANCE, All braced wall lines are within 35'-0"therefore there is no need for increase bracing. La MaisonIT IS IMPORTANT THAT THE JOINING MATERIALS AND INSTALLATION A38 BE SPECIFIED BY THE CONTRACTOR AND COORDINATED WITH Engineered structural solutions have been utilized and are clearly noted on plan. THE SUPPLIER. DRAWN BY. ,LOB NUMBER: SHEET NO: DG 1308 DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED ATE: 3 1/4,L © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT— WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SO4OLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ENGINEERED WALL, PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN SEE SHEET 5E NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION OUTSIDE CORNER, FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF SEE DETAILS ON FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES SHEET 5F. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY I OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH I I I I I I THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY INSIDE CORNER, - -I ASCERTAIN THE BUILDERS CREDIT AND QUALITY REPUTATION AS THEY _ SEE DETAILS ON _ _ -I+— - - - - - - - - —J - - WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE ME SHEET 5E. I I REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR I I I ( I I I ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY I I I I ALDER ---------------------------------- RELATIONSHIPS WITH I I i I II I GENERAL NOTES SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL I I I I I I I II I I I STANDARDS AND CODE REQUIREMENTS, THEY DO NOT NECESSARILY MEET I I I I I I O O I II I I EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS I I I I I II I OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE I I I :J I I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE. I CLIMATIC OR USAGE REQUIREMENTS. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I I I' I ❑ I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL j I I I I I I SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE I I BUILDER RESPONSIBILITY. j I I I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL H ( I I I I I DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING I CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT I I ❑ (I I I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN CD I I DETAILS AND DIMENSIONS. I I I I a I I I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS Ii I I I INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, I------- AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER J — — — — — — — — — — — -- SUPERVISED WORKMANSHIP FOR ALL TRADES. — — — — — — — — — — — — — — I I I I I I I I I I ' I r- — — I I GYPSUM BOTH SIDES. SEE III REQUIREMENTS ON SHT. 5E 1 L_ — — —1 I I III (TYPICAL ALL SHADED INTERIOR WALLS) I I � � - - - I - - - I - - - - - - - - I - - - - - - - - -� II - - - - - - - - - - - - ' 1 I �- - _ _ _ - - - - - - - - - - - - I I w I I I \ I I I I W n I I I \ -------------- --------------- --------------- I 1 1 W Vn - - - - - - - - - - - - - - — o I I \ - - - - - - - - - - - - - - - - - - - - - - - o K) — — — — -------J W L�1 .0 Ld ry L - - -� I I I I \ / I I I (n -j� - - - - - - - I- a I I II I = v I I I I I Z o �, I ' 1oU J I I I I I I I J N z Q I I I I I I I I II Q o L J ❑ I II N o N I o J I 1 1 I -� 3 1 ❑ I I I / I I \ I I I I I I o ID to cn - I I I I _ � _ 04 I I I I I I I I to I I I Y ENGINEERED WALL, ^ �' U SEE SHEET 5E ;� HpF1`� I I I I I I 2 � ARCHITECTURAL SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. Member GENERAL NOTES REVISIONS NO: DATE: REMARKS: BY: The purpose of the information on this sheet is to show compliance to 2006 IRC wall -26-I3 NOWING DY465. M bracing requirements up to seismic category C,wind speeds< 100mph. This structure has been designed using continuous wood structural panel sheathing(R602.10.5). Note:Some interior walls are sheathed,see plans for locations. All sheathing areas of the exterior braced wall lines are to be sheathed,including areas ORIG. COPYRIGHT DATE& JOB NUMBER: above and below all(door and window)wall openings.In addition,a minimum two feet *7-24-03 03080 wide full height panel is required at each end of braced wall line at comers,including TOWNSHIP: perpendicular wall line. CITY: STATE: /+ ��O�� F1.00R ���� � A Ai1jl� I �� Interior braced wall lines have gypsum wall board installed on 1 side in accordance with IRC `� chapter(R702.3.5)on interior or are sheathed(R602.10.5). BLOCK: LOT; SCALE.- /411 = III-O 11 Inside and outside comers are to be constructed per R602.10.5,see detailed on sheet 5F. TITLE: Portal frames as required and indicated on plan are detailed on sheet 5E. TRAV00 BUI LDER5 NOTE!: FOR A SUCCESSFUL INSTALLATION THAT IS DESIGNED Maison TO PROVIDE THE REQUIRED DESIGN PRESSURE PERFORMANCE, All braced wall lines are within 35'-0"therefore there is no need for increase bracing. L IT IS IMPORTANT THAT THE JOINING MATERIALS AND INSTALLATION A 38 BE SPECIFIED BY THE CONTRACTOR AND COORDINATED WITH Engineered structural solutions have been utilized and are clearly noted on plan. THE SUPPLIER. DRAWN BY: ,108 NUMBER: SHEET N0: DG 130R DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED7.77 8-26-13 I/�LL . ._ © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS, BUILDER AGREES THAT ALL DRAWINGS AND TO CREATE A THERMAL BREAK ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE 1/2" SHEATHING W/ 8d 0 3" EDGE, 12" FIELD ON THE INTERIOR SURFACE WE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS RECOMMEND INSTALLING A LAYER OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ UPON RECPT OF A SCHOLHOLZ 2x8 STUDS ® 16" OIG OF RIGID INSULATION BEHIND THE COPYRRIIGHTED TLY DESIIGNSDARE PROTECT DTTENBYEQUEST FEDERAL R AOM W EXTENZDINGSCTO STEEL- TUBE COLUMN. ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS, A PAYMENT OF A HOUSE FEE FOR THESE PANS PROVIDES A ONE TIME 17 -OSIMPSON A35 FRAMING LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ANCHOR W/ (12)bdxIV2" PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAILS (TOP � BOT., TYP) NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 1/2" SHEATHING W/ 8d ® 3" EDGE, 12" FIELD CAPACITY OF JOINT - 770# FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES 2x6 STUDS ® 16" OIG TUBULAR SIL. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY COLUMN PER I III OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY WALL FRAMING DETAIL I OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, (WRAPPED IN 15# SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH BLDR. FELT, TYP.) THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY 12 WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE IB REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR HEADER PER WALL ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY FRAMING DETAIL RELATIONSHIPS NTH SUNDER GENERAL NOTES CRIPPLE STUD SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS, THEY DO NOT NECESSARILY MEET (2) L550 ANGLES EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS,BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS TOP 12 ATTACH WD. STUD TO STL. OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL RE18 OR GOLUMN W/ V2"(P GALVANIZED CLIMATIC OR USWEREMENTS REOUIREMN7TECULATIONS OR ANY SPECIAL SITE, BOLT5 @ 24" O.G., GEN. ON STUD BEARING GAPAGITY 0 BOLT = 280" FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT (UNFAGTORED) FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE (2) L550 ANGLES �II I , BUILDER RESPONSIBILITY. TOP T F I CALFERAMIN& ANCHOR i)ETA I I DE IT IS THE BUILDER'S RESPONSIBILITY VERIFY AND CHECK ALL (2) A24 ANGLES DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING EACH END SCALE: lie" = I '-O" CONSSPECIFIC UTILIZED E NVCE ARIETYAOFNGS E GENERALOCATIONS WITHLRATHER TA A DIFFER NHTN SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN (2)2x12 HDR. DETAILS AND DIMENSIONS. SECURED TO STUDS THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, AND WATRPROOFlNG. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES. I(11� i GI - (4)2x8 W/ (2) A24 ANGLES o 5/6"x7" SIL. FL. h'_ (2)2x12 HDR. EACH END to SECURED TO STUDS M N ® � I W � GI - (4)2x6 W/ =1�1 5ia"x5" STL. FL. ff w M p (2)2x12 HDR. N Nto u� LliSECURED TO STUDS -� o TALL WALL PER � ,; PROVIDE STUDS N (n FOR SIDE WALL FRAMING PLAN W rn o NAILING SUPPORT w 0a) ry 4'-7 Q'-8 mlv 4'-7 I„ „ I„ 4 5-IOg 7 -3 3-IOg V2 EXT. SHT G. Jcr � O C� TWO ROWS OF 8d NAILS a 6" GIG STAGGERED J DBL. CRIPPLE DBL. CRIPPLE I I J N o v -� 1zSTUDS ' STUDS Q (3)2x8s (3)2x6s 2 . . WINDOW SILL (2) A24 ANGLES WINDOW SILL (2) A24 ANGLES EACH END EACH ENDZ J U z SEGURE CONNECTION W -�� BOTTOMANGLES =� (2) A24 ANGLES Q Q = W/ Ibd NAILS @ 12" O.G. W O o p I I BOTTOM CL CL X (STAGGERED) p N o MAIN HOUSE FL. LINE MAIN HOUSE FL. LINE tL! O p0 0 U TOP/ FOUNDATION TOP/ FOUNDATION_ �- _ L0 U � 0W V)uj Oco 0) N O #4 CONTINUOUS #4 CONTINUOUS 51MP50N STRONG-TIE 51MP50N STRONG-TIE 5THU14RJ 5TH014RJ � D a C y TALL MALL f=RAMIN6 TALL HALL fmRAMIN6 lop OETA I L ® GREAT RM. (EXT. VIEN OETA I L Ll \/IN& RM. (EXT. \Ad 116 STUD F2RAMIN6 FETA I L SCALE: 316" = II-I'-C" SCALE: 3/6" = 1'-0" PLAN) 1I _ VERIFY WINDOW ROUGH OPENINGS WITH MANUFACTURER. VERIFY WW INDOROUGH OPENINGS WSCALE: 1�21 '-0 WITH MANUFACTURER. OF tfi 34'-4" 1/2" SHEATHING W/ 8d Com? 3" EDGE, 12" FIELD NOTE: SEE "TALL WALL SYSTEM SPECIFIER'S GUIDE" BY DBL. 2x6 STUD W/ 2x6 STUDS © 16" OIG TRIES-JOIST FOR ADDITIONAL FRAMING DETAILS & GUIDELINES (2) 5I MP50N A23 TOP 4 BOT., TYP. (2) A-23 (TYP.) ARCHITECTURAL SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. TALL WALL DESIGN CRITERIA Member G� �1 �f REVISIONS BH-5O BH-4q - NO: DATE: REMARKS: BY: %"xl8" PARALLAM 5V4"xq%4" PARALLAM - 1) ASSUMED WINDSPEED OF 100 MPH FOR A 3 SECOND -26-1 WORKING DW65. DG HDR., TYP. HDR., TYP. GUST AT 35 FEET ABOVE GRADE. 2'-0" G'-O" 2'-8" 2) EXPOSURE"C"CATEGORY 4x6 DBL. STUD, 3) MAXIMUM WALL DEFLECTION U360 FOR NON-BRITTLE POST TYP. MATERIAL. 4) MAXIMUM WALL DEFLECTION U360 FOR BRITTLE ORIG. COPYRIGHT DATE&Joe NUMBER: MATERIAL(EX.: BRICK, STONE) 1-24-03 03080 MAIN HOUSE FL. LINE TOWNSHIP: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES: SEE"TALL WALL SYSTEM SPECIFIERS GUIDE"BY TRUS-JOIST FOR ADDITIONAL FRAMING DETAILS& GUIDELINES CITY., STATE: BUILDER HAS THE OPTION TO SUBSTITUTE THE TIMBERSTAND r r r t r r STOCK WITH 2X8 S.P.F.#2 OR BETTER. BLOCK: LOT: _ - - - - - - s - - - - - - - - - = ii - - i — — WRAP ALL STEEL COMPONENTS AND BEAMS IN 15#FELT. NOTEI: FOR A SUCCESSFUL INSTALLATION THAT IS DESIGNED TITLE: #4 CONTINUOUS 51MPSON STHD14, TYP. TO PROVIDE THE REQUIRED DESIGN PRESSURE PERFORMANCE ALL WALL ELEVATIONS ARE VIEWED TRAI/GO $UILDERS FROM THE EXTERIOR. La M IT IS IMPORTANT THAT THE JOINING MATERIALS AND INSTALLATION BE SPECIFIED BY THE CONTRACTOR AND COORDINATED WITH THE BUILDER IS SOLELY RESPONSIBLE TO HIRE rRAMIN6 �E TA ( L■ ® THE SUPPLIER. THE SERVICES OF A LOCAL STRUCTURAL ENGINEER 1� 38 w TO REVIEW AND/OR REVISE THE DESIGN TO DRAWN BY: JOB NUMBER: SHEET NO: G A RAGE (EXT. \A I ) MEET ANY SPECIAL SITE CONDITIONS. DG I SOR SCALE: 318" = 1'-0" © SCHOLZ DESIGN, ALL RIGHTS RESERVED " DS 26-13 SCALE' 3/8 © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE TABLE R602.10.1 DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS WALL BRACING OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO SEISMIC DESIGN ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. CATEGORY OR CONDITION TYPE OF BRACE (b c) AMOUNT OF BRACING (a d e) A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME WIND SPEED LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ONE STORY LOCATED AT EACH END AND AT LEAST EVERY 25 FEET ON CENTER PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN TOP OF TWO OR THREE METHODS 3 d 5 BUT NOT LE55 THAN Ir5% OF BRACED WALL LINE FOR METHOD 3 AND 5. NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION CATEGORY A 4 B STORY FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF • o (5. 50.359 AND FIRST STORY OF TWO STORY LOCATED AT EACH END AND AT LEAST EVERY 25 FEET ON CENTER FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES, 0 0 5. 50.33 OR SECOND STORY OF THREE METHODS 3 3 5 BUT NOT LE55 THAN 16% OF BRACED WALL LINE FOR METHOD 3 OR o e 100 MPH O LE55 STORY 25% OF BRACED WALL LINE FOR METHOD 5. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, e ° DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY e o FIRST STORY OF THREE LOCATED AT EACH END AND AT LEAST EVERY 25 FEET ON CENTER OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY STORY METHODS 3 d 5 BUT NOT LESS THAN 25% OF BRACED WALL LINE FOR METHOD 3 AND OTHER RELATIONSHIP WITH SCHOLL HOMEBUYERS, SUBCONTRACTORS, 35% OF BRACED WALL LINE FOR METHOD 5. SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY WALL BRACING AMOUNTS ARE BASED ON A 501L SITE GLASS "D". INTERPOLATION OF BRACING AMOUNTS BETWEEN THE 5. VALUES A550CIATED WITH THE SEISMIC DESIGN GATEGORIE5 ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY \\ e o SHALL BE PERMITTED WHEN A 51TE SPECIFIC 5.VALUE 15 DETERMINED IN ACCORDANCE WITH SECTION 1615 OF THE INTERNATIONAL BUILDING CODE. WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE 1 \ 1 ° e b. FOUNDATION CRIPPLE WALL PANELS SHALL 13E BRACED IN ACCORDANCE WITH SECTION Rb02.10.2. REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABIUTY FOR HTT22 ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY II \ \ 1 1 0000 c. METHODS OF BRACING SHALL BE AS DESCRIBED IN SECTION R602.10.3. THE ALTERNATE BRACED WALL PANELS DESCRIBED IN SECTION R602.10.1 OR 8602.10.6.2 SHALL ALSO BE PERMITTED. RELATIONSHIPS WITH BUILDER.d. THE BRACING AMOUNTS FOR SEISMIC DESIGN CATEGORIES ARE BASED ON A 15 psf WALL DEAD LOAD. FOR WALLS WITH A DEAD LOAD OF 8 p5f OR LESS,THE BRACING AMOUNTS SHALL BE I I • ° PERMITTED TO BE MULTIPLIED BY 0.85 PROVIDED THAT THE ADJUSTED BRACING AMOUNT 15 NOT LE55 THAN THAT REQUIRED FOR THE SITE'S WIND SPEED. THE MINIMUM LENGTH OF BRACED GENERAL NOTES 1/ /\ II / /// /\ I •e°• PANEL SHALL NOT BE LE55 THAN REQUIRED BY SECTION 8602.10.3. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL / \ e. WHEN THE DEAD LOAD OF THE ROOF/CEILING EXCEEDS 15 psf, THE BRAGING AMOUNTS SHALL BE INCREASED IN ACCORDANCE WITH SECTION R301.2.2.2.1. BRACING REQUIRED FOR A 51TE'5 STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET \ //</ / // / ° °• WIND SPEED SHALL NOT BE ADJUSTED. EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE \ d / / AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, \ \ / / R602.10.3 BRACED WALL PANEL CONSTRUCTION METHODS CLIMATIC OR USAGE REQUIREMENTS 5/6" ANCHOR BOLT THE CONSTRUCTION OF BRAGED WALL PANELS SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: 3. WOOD STRUCTURAL PANEL SHEATHING WITH A THIGKNE55 NOT FOUNDATION AND ELECTRICAL DRAMANGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF d v \\ a •\ / / LESS THAN -'ofe INCH (8 mm) FOR I6-INCH (406 mm) SND PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR SPACING AND NOT LE55 THAT -% INCH (9 mm) FOR 24-INCH ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL (610 mm) STUD SPACING. WOOD STRUCTURAL PANELS SHALL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE BE INSTALLED IN ACCORDANCE WITH TABLE R602.3(3). ad (I) #4 BAR IN SHEAR GONE 5. GYPSUM BOARD WITH MINIMUM !/2-INCH-INCH (13 mm) BUILDER RESPONSIBILITY. 12" MI REBAR LENGTH B i 30 MIN. REBAR SPACED A IT IS THE BUILDER'S v \ / INCHES(610 MM) ON CENTERA D FASTENED AAT � INCHES DIMENSIONS, MATERIALS, AND NFRAMI G DETAILS FBEFORE BEGINNING d (1"18 mm) ON CENTER WITH THE SIZE NAILS 5PEGIFIED IN LENGTH I ° ° CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN C�2 MIN. d y TABLE R602.3(I) FOR SHEATHING AND R-702.3.5 FOR INTERIOR SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT ° FROM CORNER d d GYPSUM BOARD. SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN OF CONCRETE. d v ° TABLE R602.30) DETAILS AND DIMENSIONS. ALLOWABLE STUD SPACING OR WOOD STRUCTURAL PANEL WALL SHEATHING W v d 4 THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS d MAXIMUM STUD SPACING (INCHES) INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHNG, PAINTING, PANEL SPAN RATING PANEL NOMINAL THICKNESS SIDING NAILED TO: AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES T`I'F I GAL TI -170N. OYI G @RIM JST.- STUD SHEATHING AL.TERNATE T �EX\�I C E 12/O, I6/O, 20/O,OR WALL - 16 O.G. �(a", fig" 16 16 (b) 24/0, 24/16,32/16,OR ALL - 24 O.G. 1/,611, V2" 24 24 (c) SCALE: NONE SCALE: NONE W a. BLOGKING OF HORIZONTAL JOINTS NOT REQUIRED. b. PLYWOOD 5HEATHING fib" OR LESS SHALL BE APPLIED WITH LONG DIMENSION ACROSS STUDS. c. THREE-PLY PLYWOOD PANELS SHALL BE APPLIED M WITH LONG DIMEN51ON ACROSS STUDS. LO TABLE R"102.3.5 p I MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD ® W THICKNESS MAXIMUM MAXIMUM SPACING fr W M OF SPACING OF OF FASTENERS GYPSUM ORIENTATION OF FRAMING (inches) W LO BOARD GYPSUM BOARD TO MEMBERS 51ZE OF NAILS FOR APPLICATION W ry ° (Inches) APPLICATION FRAMING (Inches ac) NAILS (a) 15CREYq5(b) TO WOOD FRAMING (c) > o U) APPLICATION WITHOUT ADHESIVE L O W CK WryE ami 13 GAGE, 1 3/8" LONG, 19/64" HEAD;0.098 F (n DIAMETER, 1 1/4" LONG,ANNULAR-RINGED;5d COOLER NAIL,0.086" DIAMETER, 1 5/8" LONG, 15/64" J HEAD;OR GYPSUM BOARD NAIL,0.086" DIAMETER, = Q = I/2 WALL EITHER DIRECTION Ib 8 I6 1 5/8" LONG, 9/32" HEAD. o 13 GAGE, 1 5/8" LONG, 19/64" HEAD;0.098 cif Z o N C J DIAMETER, 13/8" LONG, ANNULAR-RINGED;b 0 d J N V J COOLER NAIL,0.092 DIAMETER, 1 '1/8" LONG, 1/4" Z HEAD;OR GYPSUM BOARD NAIL,0.0915 DIAMETER, J LLJ v \ \ v dj / \\, 5/8 WALL EITHER DIRECTION 16 8 16 I -7/8" LONG, 19/64" HEAD. Q v d d v \ \ d APPLICATION WITH ADHESIVE z J U 0 d I° ad I j j LOCATE (1) #4 REBAR PER SUPPLI IZ 5 \ \ 0_ 0 W d ° RECOMMENDATION AND MAINTAIN IN., \ (n U ° ° dd (I) #4 R BAR IN SHEAR GONE REBAR COVERAGE PER AGI-318. \ \ SAME AS ABOVE FOR 1/2" AND 5/8" GYPSUM W N �« i 12" MI REBAR LENGTH d d 1/2 OR 5/8 WALL EITHER DIRECTION 24 16 24 BOARD, RESPECTIVELY r) (D J 30" MIN. REBAR ° ° r` ° d N 0 LENGTH J 3 LI%2" MIN. d y d MIN. !, a. FOR APPLICATION WITHOUT ADHESIVE,A PAIR OF NAIL5 SPACED NOT LE55 THAN 2 INCHES APART OR MORE THAN 2 1/2 INCHES APART MAY BE USED WITH THE PAIR OF NAIL5 SPACED O 12 INCHES ON CENTER. cD FROM GORIER d FROM. ENO y Q b. SCREWS 5 ALL BE TYPES OR W PER ASTM G 1002 AND SHALL BE SUFFICIENTLY LONG TO PENETRATE WOOD FRAMING NOT LESS THAN 5/8 INCH AND METAL FRAMING NOT LESS THAN U Nt OF CONCRETE d v OF GOt4GRETE 3/8 INCH. Ln c. to WHERE METAL FRAMING 15 USED WITH A GLINGHING DESIGN TO RECEIVE NAILS BY TWO EDGE5 OF METAL, THE NAIL5 SHALL BE NOT LE55 THAN 5/8 INCH LONGER THAN THE GYPSUM BOARD Q ° 4 v THICKNESS AND SHALL HAVE RINGED SHANKS. WHERE THE METAL FRAMING HAS A NAILING GROOVE FORMED TO RECEIVE THE NAIL5, THE NAILS SHALL HAVE BARBED SHANKS OR BE 5d, d d 13 1/2 GAGE, 15/8 INCHES LONG, 15/64-INCH HEAD FOR 1/2-INCH GYPSUM BOARD;AND bd, 13 GAGE, 17/8 INCHES LONG, 15/64-INGH HEAD FOR 5/8-INCH GYPSUM BOARD. TF_0`I'C' IGAL TIE-I�OAN 1; EE !'IGE CORNER T`I'C' IGAL TI =-l;)0AN =)EVIGE no corner l � � a��y�� TABLE 8501 .2.2.2.1 SCALE: NONE � � � SCALE: NONE WALL BRAGIN6 ADJUSTMENT FAGTORS BY e �'� t ROOF GOVERIN& DEAD LOAD O ROOT=/GE I L I NCS ROOF/GE I L I NO O MALL SUPPORT I NCS DEAD LOAD DEAD LOAD � r OF i 0 O O IS psf OR LESS 25 p5f OR LESS O MINIMUM 24" OPTION A MINIMUM 24" OPTION 8 ROOF ONLY 1 .0 1 .2 D 3 BRACEWALL BRACED WALL PANEL OF 0515 PANEL OF 05B ROOF PLUS OR PLYWOOD OR PLYWOOD ONE STORY 0 o a CONTINUOUSLY SHEATHED O O O BRACED WALL LINE FOR 51 : 1 POUND PER SQUARE FOOT = 0.04q kPa. ARCHITECTURAL O FILLER PIECE--__----- a. LINEAR INTERPOLATION SHALL BE PERMITTED. SERVICES, L. L. C. OVERLAP SHEATHING O O (SEE N B FOR O O O O O O p 3 4 4 3 4 4 Joseph A. St. Jean, Jr., R.A. MINIMUM 24 BRAGED WALL I I I I Member PANEL OF OSB OR PLYWOOD CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED BRACED WALL LINE BRACED WALL LINE I (MIN. 24" BRACED WALL PANEL) (MIN. 24" BRACED WALL PANEL) REVISIONS I N511:)E CORNER rRAMIN6 REOUIREMENTS, OUTS 1 1:)E CORNER f=RAMIN6 REOUIREMENTS N0: 4-26-IR DATE: EMARKS:WORKING DW68 5. DY:G SCALE: 11/2" = 1 '-0" SCALE: 1 1/2" = 1'-0" LEGEND FOR GORNER FRAMING DETAILS G 0 0 0 ORIG. COPYRIGHT DATE do JOB NUMBER: TOP, MIDDLE STUD NAILS; EDGE NAILS: FIELD NAIL5: STUD NAILS: 1-24-03 03080 AND BOTTOM 16d AT 24" OIG 5d @ 6" O.G. 8d* ® 12" O.G. 16d* ® 12" O.G. TOWNSHIP: BLOCKING OR AROUND ALL ON ALL FRAMED SOLID STUD EDGES MEMBERS NOT AT PANEL EDGES CITY: STATE: STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AS FOLLOWS: BLOCK: LOT: FOR 3/8" OR 5/16" 5HEATHING, USE 1 3/8", 15 GAUGE OR 1 3/4", 16 GAUGE FOR 1/2" SHEATHING, USE 1 1/2", 15 GAUGE OR 1 3/4", 16 GAUGE TITLE: TRAV 00 E3UILDERS LcI Ma icon A 38 DRAWN BY: JOB NUMBER: SHEET N0: DG I SOR © SCHOLZ DESIGN, ALL RIGHTS RESERVED DATE: SCALE: 51= b-26-13 PULL - . . © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO INDICATES VALUES USED IN STRUCTURAL DESIGN TEMPERED GLASS NOTE ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. DESIGN LOADS EGRESS NOTE A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME DESIGN STRESSES UEFORA ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL ALL LOADS LBS. PER SQ. FT. ON HORIZONTAL PROJECTION USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE Hazardous locations. The following shall be considered Exception: The following products,materials,and uses are PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN Emergency egress required. Every sleeping room shall specific hazardous locations for the purposes of glazing: exempt from the above hazardous locations: NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF Pounds per square inch have at least one openable or exterior door approved for FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES Structural design based on loads indicated except as otherwise noted. Builder shall be responsible for adjustment of emergency egress or rescue. The units must be operable from the 1. Glazing in ingress and means of egress doors except jal- 1. Openings in doors through whcih a 3 inch(76 mm) structural design to conform to other conditions, loads or code requirements. 1.1 Spruce Pine-Fir No. 2 inside to a full clear opening without the use of a key or tool. ousies. sphere is unable to pass. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, Where windows are provided as a means of egress or rescue they DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 2. Glazing in fixed and sliding panels of sliding alio door 2. Leaded lass panels. OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY Bending Fb=875 shall have a sill height of not more than 44 inches(1118 mm) g� $P g(P ) g g OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, above the floor. assemblies and panels in swinging doors. SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH ROOF (composition or wood roofing) ROOF (composition/wood on trusses) Horizontal Shear (includes shear stress factor H x 1.5) Fv=105 3. Faceted and decorative glass. THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY Compression parallel to grain Fc=1100 Type of lock or latch. All egress doors shall be readily 3. Glazing in storm doors. ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY Roofing 10.0 Roofing 10.0 Modulus of elasticity E=1400000 openable from the side from which egress is to be made without 4. Glazing,Item 6,when there is an inter- WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE, DESPITE THE the use of a key. 4. Glazing in all unframed swinging doors. vening wall or other permanent barrier between the door REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR Decking 2.0 Decking 2.5 ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY Framing 3.0 Framing 3.5 C> 1.2 Hem-Fir No. 2 and the glazing.5. Glazing in doors and enclosures for hot tubs,whirlpools, RELATIONSHIPS WITH RXDER. DEAD LOAD TOTAL 15.0 DEAD LOAD TOTAL 16.0 Bending Fb=850 saunas,steam rooms,bathtubs and showers. Glazing 5. Glazing,Item 7,when a protective bar GENERAL NOTES LIVE LOAD 40.0 LIVE LOAD 50,0 Horizontal Shear (includes shear stress factor H x 1.5) Fv= DRILLING & NOTCHING NOTE mm in any part of a building wall enclosing these compart- is installed on the accessible side(s)of the glazing SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 112.50 ments where the bottom edge of the glazing is less than 36 inches+/-2 inches(914 +/-51 mm)above the floor. STANDARDS AND CODE REQUIREMENTS, THEY DO NOT NECESSARILY MEET DEAD LOAD + LIVE LOAD 55.0 DEAD LOAD + LIVE LOAD 66,0 Compression parallel to grain Fe-_1250 60 inches(1524mm)above the drain inlet. The bar shall be capable of withstanding a horizontal EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH Modulus of elasticityE-1300000 REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS - load of 50 pounds per linear foot 4.5 kg/m)without P p � g/ ) OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE 6. Glazing,in an individual fixed or operable panel adja- contacting the lass and be a minimum of 1-1 2"inches AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, Drilling and notching. Notches in the top or bottom of g S / 1.3 Southern Pine No. 2 cent to a door where the nearest vertical edge is within a 38 mm in height. CLIMATIC OR USAGE REQUIREMENTS joists shall not exceed one-sixth the depth of the joist and shall ( ) gh ROOF (clay or concrete tile roofing) ROOF (clay/concrete on trusses) not be located in the middle third of the span. Where joists are 24 inch(610mm)arc of the door in a closed position and FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT Bending Fb=975 notched on the ends for a ledger,the notch shall not exceed one- whose bottom edge is less than 60 inches(1524mm) 6. Outboard panes in insulating glass units and other multi- FOR TYPCAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF Roofing 20.0 Roofing 20.0 Horizontal Shear (includes shear stress factor H x 1.5) Fv=135 fourth the joist depth. Cantilevered joists shall not be notched above the floor or walking surface. ple glazed panels,Item 7,when the bottom PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR Decking 2.0 Decking 2.5 ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL Compression parallel to rain Fe=1450 unless the reduced section properties and lumber defects are edge of the glass is 25 feet(7620 mm)or more above p p g SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE Framing 3.0 Framing 3.5 considered in the design 7. Glazing in an individual fixed or operable panel,other grade,a roof,walking surface,or other horizontal BUILDER RESPONSIBILITY. Modulus of elasticity E=1600000 than those locations described in Items 5 and 6 above, DEAD LOAD TOTAL 25.0 DEAD LOAD TOTAL 26.0 (within 45 degrees of horizontal)surface adjacent to the Holes drilled or bored in joists shall be within that meets all of the following conditions: lass exterior. IT Is THE BUILDER'S IA RESPONSIBILITY DE VERIFY AND CHECK ALL LIVE LOAD 40.0 LIVE LOAD 50.0 1.4 Doug Fir-Larch No. 2 2 inches(51mm)of the top or botom of joists,and their diame- g DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING ter shall not exceed one-third the depth of the joist. 7.1 Exposed area of an individual ane greater than CONSTRUCTION.1TILI SINCE THESE DRAWINGS ARE GENERAL RATHER THAN DEAD LOAD + LIVE LOAD 65.0 DEAD LOAD + LIVE LOAD 76.0 Bending Fb=875 P 1 P P � 7. Louvered windows and jalousies to comply with the SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT 9 square feet(0.836 s.m.). local code requirements. SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN Horizontal Shear (includes shear stress factor H x 1.5) Fv=142.5 Drilling and notching-studs. Any stud in an exterior DETAILS AND DIMENSIONS. Compression parallel to grain Fc=1300 wall or bearing partition may be cut or notched to a depth not 7.2 Bottom edge less than 18 inches(457 mm)above 8. Mirrors mounted or hungon a flush door or panel door exceeding 25 percent of its width. Studs 1n nonbearing partitions the floor, P THESE DRAWINGS DO NOT PROVIDE SPECIFlC DETAIL IN MANY AREAS EXTERIOR BALCONY (wood deck) CEILING (limited attic storage) Modulus of elasticity E=1600000 may be notched c a depth not t exceed 40 percent of a single without a cut out for the glass. INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, stud width. An stud may be bored or drilled provided that the 7.3 TO edge eater than 36 inches 914 mm above AND WATERPROOFING BUILDER IS RESPONSIBLE TO PROVIDE PROPER Decking 8.0 Framing 3.5 3 Lam Beam Southern Pine 24F Y Y P P g ( ) 9. Mirrors mounted or hung on a solid wall. SUPERVISED WORKMANSHIP FOR ALL TRADES ( ) diameter of the resulting hole is no greater than 40 percent of the the floor. Framing 3.0 Decking 2.0 Bending Fb=2400 stud width,the edge of the hole is no closer than 5/8 inch(15.9 DEAD LOAD TOTAL 11.0 Drywall 3.0 mm)to the edge of the stud,and the hole is not located in the 7.4 One or more walking surfaces within 36 inches Insulation 0.5 Horizontal Shear Fv=200 same section as a cut or notch. (914 mm)horizontally of the glazing. LIVE LOAD 60.0 Compression parallel to grain Fc=1500 DEAD LOAD + LIVE LOAD 171.0 DEAD LOAD TOTAL 9.0 Modulus of elasticity E=1800000 Exception: A stud may be bored to a diameter not exceeding 8. All glazing in railings regardless of an area or height 60 percent of its width,provided that such studs located in above a walkingsurface. Included are structural baluster in LIVE LOAD 24.0 TM exterior walls or bearing partitions aore doubled and that not In DEAD LOAD + LIVE LOAD 33.0 4 Micro-Lam more than two successive studs are bored. panels and nonstructural in-fill panels. CEILING (no attic storage) Bending Fb=28009. Glazing in walls and fences enclosing indoor and out- > Drilling and notching-top plate. When piping or ck� r, door swimming pools where the bottom edge of the pool w M o Framing 2.0 Horizontal Shear Fv=285 ductwork is placed in or partly in an exterior wall or interior N LO side is(1)less than 60 inches(1524 mm)above a walking D ►o LU CEILING eneral attic Stora a Com ression parallel to rain Fc=2700 load-bearing wall,necessitating a cutting of the top plate by w w 't > Drywall 2.5 (9 g ) p p g more than 50 percent of its width,the plate shall be reinforced suface and(2)within 36 inches(914 mm)horizontally > o � Insulation 0.5 Framing3.5 Modulus of elasticity E=2000000 of a walking surface. This shall apply to single glazing t W with 24 gage steel angle spanning the distance between the adja- g PP Y g g g N w DEAD LOAD TOTAL 5.0 Decking 2.0 5 Parallam�" cent studs. and all panes in multiple glazing. � = L LIVE LOAD 10.0 Drywall 3.0 "51MP50N" ABU-88 OR P05T 51ZE w Cn DEAD LOAD + LIVE LOAD 15.0 Insulation 0.5 Bending Fb=2900 PER PLAN CP I- Horiz n I h r = STUD CAPACITIES EQUAL STANDOFF � � � � = DEAD LOAD TOTAL 9.0 o to S ea Fv 290 BASE J Cr 0Compression parallel to grain Fc=2900 = a LIVE LOAD 44.0 No . 2 Hem -fir columns E= 1 .6x108 C� FLOOR DEAD LOAD + LIVE LOAD 53.0 Modulus of elasticity E=2000000 - Fc,, = 1665 for 4" deep o N J 1595 for 6" deep ° o Q Finish 2.0 6 A-50 Steel (compact sections ex. wide flange beams) 15 7 0 for 8" deep a a J z Q o Decking 2.5 Bending Fb=33333 F a = 0 .3 E ° ANCHOR BOLT m z Framing5.0 FLOOR (w/ hard surfaces) Horizontal Shear Fv=14500 (1/d)2 " N Colum Cap. ° . PER PLAN JO 0 Ceiling 2.5 Finish 12.0 Modulus of elasticity E=29000000 L d n o m L/d Fa 4 x 4 4 x 6 Q DEAD LOAD TOTAL 12.0 Decking 2.5 8' 4" 27 .4 639 7827 12 ,300 0 7 Other s' 4" 3o .s 503 5152 9683 w N N LIVE LOAD 40,0 Framing 5.0 10, 4" 34 .3 408 4998 7854 Q o � Ceiling 2.5 Bending Fb= 1 1 ' 4" 3 7.7 3 3 8 4 1 4 0 6 5 0 7 N DEAD LOAD + LIVE LOAD 52.0 g Horizontal Shear Fv= " POSTNi35 o O 12' 4" 41 .1 284 3479 5457 -I 3 = DEAD LOAD TOTAL 22.0 Compression parallel to rain FC- 1 3 4 4 4 .6 241 2 9 5 2 4639 co LIVE LOAD 40.0 p p g - 14' 4" a8 .o 208 2548 4004 v fD � Modulus of elasticity E= cn `° O DEAD LOAD + LIVE LOAD 62.0 L d n o m L/d Fa 6 x 4 6 x 6 V> 8 A-36 Steel (non-compact sections) 8' 6" 17.5 1 5 6 7 3 0 1 6 5 47402 9' 6" 19 .6 1249 24043 37782 Bending Fb-20000 10, 6" 21 .8 1 0 1 0 1 9 4 4 2 30552 11 6" 24 .0 833 16035 25198 ' � Horizontal Shear o Fv=14500 12 6 26 .2 699 13456 21 145 13' 6" 28 .4 595 11453 17999 Modulus of elasticity E=29000000 0 ° 14 6" 30.5 516 9933 15609 9 Timberstrand Tm 15, 6^ 32.7 449 8513 13582 h041 /yu 16 6 34.9 394 7584 1 191 8 0 `F, �� %L17' 6" 37.1 349 6718 10557 jj Bending Fb=2600 18, 6" 39.3 31 1 5987 9408 Horizontal Shear Fv=400 19' 6" 41 .4 280 5390 8407 0 ° Compression parallel to grain Fc=2380 20' s" 43 .6 252 4 8 5 1 7623 BASIC SPACING 21 6" 45 .8 229 4408 6927 p Modulus of elasticity E=1700000 22' 6" 48.0 208 4004 6292 C> 10 A-46 Structural Steel TubingTall Wall Framing) 0 ( 9) NOTE: THE BUILDER HAS THE OPTION TO SUBSTITUTE o ° THE ABOVE SOLID WOOD POSTS WITH AN EQUAL AMOUNT Bending Fb=30667 OF BUILT-UP WALL STUDS. WOOD STUD FRAMING TO 0 Horizontal Shear Fv=14500 BE HEM-FIR#2 OR BETTER. FACE NAIL STUDS TOGETHER Modulus of elasticity E=29000000 WITH I Od NAILS AT 24"ON CENTER. 2" o 0 FLASHING TRIM BD. FLASHING ° ° ARCHITECTURAL SERVICES L. L. C. WEEP HOLES Q 24"O/C 8 DOUBLE BASIC SPACING r THRU BRICK FLASH BRICK VENEER Op Joseph A. St. Jean, Jr., R.A. WEEP HOLES Q 24"0/C& ° Member THRU BRICK FLASH TYVEK TYVEK 0 R E VISIONS LINTEL SIZE PER PLAN NO: DATE; REMARKS: BY; BRICKVENEER A-36 STEEL PIPE COLUMN OR EQUIVALENT 2" o -26-I WORKING DW65. DG COLUMN CAPACITY-K STEEL BASE PL.A-36 STL. 1/2"BOLT W/FLAT WASHER EA.SIDE ---- DIAMETER/ BASE _ PIPE COL. SQUARE SQUARE 3/8" 1/2" 5/8" 0 0 PEA STONE PFA STONE 3 Dia 8.5 14 _26 40 Bolt S 1Clri CAULK ENTIRE OPNG. rr rr ° 3 1/2" Dia. 9.0" 16 29 45 O pacing ORIG. COPYRIGHT DATE k 108 NUMBER; d WEEP HOLES(�24"0/C a � WEEP HOLES Q 24"0/C& s THRU BRICK FLASH THRU BRICK FLASH 4" Dia. 9.5" 18 32 50 0 0 -1-24--03 i�5080 5" Dia. 11.5" _ 26__ 47 74 Plate Thickness Basic Spacing ° GROUT SOLID Q GROUT SOLID __.._ _ ____�. P g TOVMSHIP: ° a ° 3" Sq. 8.0" 13T 23 36 �� MIN.TO 1/8 inch 5 inches III-III-III-III-III- a -III-III-III-III=III= CENTERLINE OF 3/16 inch 71/2 inches 3 1/2" Sq. 8.5" 14 26 40 CITY: STATE: PREDRILLED BOLT 1/4 inch 10 inches 1= WEEP HOLES(�24"o/c a -I I-III-I -I -' 4" Sq. 9.0" 16 X29 45 HOLES a I I-I I I=III-III= THRU BRICK FLASH I-III I111I I; 4 1/2 Sq. 9 5 18 32 50 3/86inch 12 inch 15inches ches _ n " BLOCK: LOT: ° ° I I II III-III-I - I I I I 5" Sq. 10"�w 20 36 56 15ASE FLATS 7/16 inch 18 inches WATERPROOF MEMBRANE ° WATERPROOF MEMBRANE 6" Sq. 11" 24 43- 67 SGALE: NONE 1/2 inch 20 inches TITLE. I L�/"�Y�/1✓ BUILDERS FLASHING DETAILS Anchor Bolts -(4) 5/8" diameter bolts -� ^ -�� L Ci Maiso I'1 FOR BRICK VENEER STEEL FLITCH PLATE BEAM A 38 Fabrication diagram DRAWN BY: JOB NUMBER: SHEET NO: vG 130R 6 DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 DULL © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. � 2x8 OR LARGER VALLEY BOARD. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME NOTE!AN ADDITIONAL VALLEY BOARD LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL MAY BE REQUIRED TO ALLOW FOR THE USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN SEAT CUT OF THE VALLEY JACK TO BEAR NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION �\ COMPLETELY ON THE VALLEY BOARD. FROM AN OFFICER of SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. RIDGE BOARD BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ, HOMEBUYERS, SUBCONTRACTORS, `♦ SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUMFR GENERAL NOTES SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET ' VALLEY RAFTERS 16"O.C. MAIN ROOF STRUCTURE EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS,BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS BELOW THE VALLEY. OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CUMATIC OR USAGE REQUIREMENTS. / / FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF NOTEI DO NOT NAIL THE VALLEY JACK RAFTERS PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR TO THE OVERLAPPING ROOF SHEATHING BELOW. ADEQUATE CONSTRUCTION ON FDUNDATIONS,MECHANICAL, AND STRUCTURAL / ALL VALLEY LINES TO USE A CONTINUOUS VALLEY SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE ' BOARD NAILER THAT IS SECURED TO THE MAIN BUILDER RESPONSIBILITY. ROOF STRUCTURE BELOW. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL / DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING i CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN / DETAILS AND DIMENSIONS. / THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, TA 1 L 1=0F, A A �R VALLE*Yo AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER II SUPERVISED WORKMANSHIP FOR ALL TRADES. SCALE: 3/41,_ 1'-0 to II 0 I M N ® uj 01 W N W ry SHEATHING > 2 W C� 0 p (n W N- y W r------- U) CD r i MOISTURE W E BARRIERcn c j 3 MASONRY VENEER FINISH 0 (MAX.40#/S.F.) = Q AIR SPACE r 0 v . cr- C� Z U BACKER ROD SEALANT J w o, Q Q m VENEER SUPPORTED VENEER SUPPORTED IV z J BY STEEL ANGLE BY FOUNDATION 0 p W _ Q TYPICAL ROOF TIE-DOWN. ROO ASSEMBLIES WHICH ARE SUBJECT TO WIND VERTICAL �� C�✓ iO�1 JOI �1T �'0 V UPLIFTS PRE55URE OF 20 P.S.F. OR GREATER SHALL HAVE ROOF RAFTERS OR N TRUSSES ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES. A CONTINUOUS II „ N @ o - I LOAD PATH MUST BE PROVIDED TO TRANSMIT THE UPLIFT FORGES FROM THE HEIGHT OF MASONRY VENEER FINISH MAY SCALE: 3 = 1'-0" J RAFTER AND OR TRU55 TIES TO THE FOUNDATION. NOT EXCEED 12'-0"ABOVE STEEL SHELF I I 3 _ (FOR HEIGHT EXCEEDING 12'-0"REFER I I I I TO PREVENT CRACKING, VERTICAL EXPANSION JOINTS ARE NEEDED TO ENGINEERED SOLUTION) I I I I I WHEREVER VENEER SUPPORTED BY A MASONRY FOUNDATIONcn U O IwI I1�1 I 11 11 MEETS VENEER SUPPORTED BY WOOD FRAMING. (n V 00 T I =—I; C � �4ETA I 11 11 I II II ° SCALE: 3/4"- I'-O'I 11 _ _ II 1 11 11 DOUBLE 2x10 BLOCKING, I I �11 I I 11 I STEP WITH ROOF SLOPE `�C p.A� 11 I�r-°- 11 11 II 1I � I II 11; ; II I I I I 11 I I I I 11 i I I I I I I 11 PROVIDE VERTICAL EXPANSION JOINT , BETWEEN VENEER SUPPORTED ' v� 11 I I I I 11 I l i I I I 11 I I I BY STEEL ANGLE AND VENEER Qo I I 1 I I I 1 Ili I I 11 I SUPPORTED BY FOUNDATION i 11 (SEE DETAIL) PLYWOOD/OSB SHEATHING 11 I I 11 11 11 11 l U y 4 ° I 11 11 11 11 VENEER TIES I 11 I I 11 11 I I I I I I III _ I I 11 11 I I �I 11 II 11 II II 11 II IIS �I II II 11 11 I WALL STUDS MOISTURE BARRIER I I I I 11 I 11 I I i - I 11 I I THROUGH-WALL FLASHING - II II II 11 11 II II II 11 Ili ill _ _�I 11 11 II DOUBLE 2x10 BLKG. WEEP HOLE I I I I'I I I 11 I I 11 I I I I I I i 11 i 111 I I 11 I I - - f_ II II 111 11 11 II II II II III IIII 111 II 11 11 II 11 = —IL = jI_ = 1L = _IL = �I_ = 1L = =IL = �IL =�11 �_IL —_ �I= —_ J1 = _IL_ __ —_ —_ —_ THROUGH-BOLT, SEE CHART COUNTERFLASHING FOR SIZE AND SPACING I ARCHITECTURAL STEP-FLASHING _ _ _ _ _ _ _ _ _ _ _ _ _ � SERVICES, L. L. C. — - - IT — �I- -�� - - - - - -1— - - �- - 1 I II 11 II II _ - - 711 _ II II II I I Joseph A. St. Jean, Jr., R.A. II II II IIT — TII II II I I Member ° PROVIDE r' I I I I I I I I I I I I I I I I I I GAP BETWEEN REVISIONS o I I I I I I III III I I I I USE 16"-LONG SUPPORT ANGLE AND II II 11 III III II II I 1 N0: DATE: REMARKS: BY; BLOCKS(FASTENED WITH LOWER ROOF DECK 1 ( -26-I M495.WORKING 65. M I I I I I I III I I I I I I I I I SIX 16d NAILS)OR FULL- LIVE-LOAD DEFLECTION OF SUPPORT I I I I I I I11 11 LENGTH JACK STUDS ° 6"x4"x3/8" L.L.V. STL.ANGLE BOLTED TO CANNOT EXCEED U600 OF SPAN OR 11 I I I I III 111 I I I I MAIN HOUSE STUD WALL. ROOFS WITH A 0.3" MAXIMUM DEFLECTION. 11 I I III 111 I I I I ° SLOPE FROM 7/12 TO A MAX. OF 12/12 WILL REQ.A MIN. 3"x3"x1/4"STL. PLATE I I I I III 11 I I ° WELDED TO THE ANGLE AT 24"O/C TO I I 11 11 III III I I I I ORIG. COPYRIGHT DATE h JOB NUMBER: CREATE A SERIES OF STEEL SEATS TO 11 I I 11 III 111 11 I I START BRICK. I I I I I I III III I I I I 7-24-03 03080 III III I I I I TOWNSHIP: 1 � = = = _ _ _Y � IT � STEELSUFFO TIN& MASONR*io CITY: STATE: SCALE: I V2" = 1 '-0" — — — — — — — — — — — — — — — — — — — — — — BLOCK: LOT: DETERMINING SUPPORT ANGLE BOLT SIZING & SPACING TITLE: ANCHOR-BOLT SPACING 112"DIAMETER BOLTS 518"DIAMETER BOLTS 3/4"DIAMETER BOLTS TI;Z4VG0 WILDERS 32 INCHES O.C. 4-FOOT BRICK HEIGHT MAX 5-FOOT BRICK HEIGHT MAX * Lo M 16 INCHES O.C. 9-FOOT BRICK HEIGHT MAX 10-FOOT BRICK HEIGHT MAX A 38 12 INCHES O.C. 12-FOOT BRICK HEIGHT MAX I 12-FOOT BRICK HEIGHT MAX I 12-FOOT BRICK HEIGHT MAX DRAWN BY: JOB NUMBER: SHEET N0: *PEFE3RTOSQNGANDSPACNGSG-®IAESFOR5/8-NC+ID1ANEFE20R1/2-K3+DANETMBOLTS. DG 1308 �/� © SCHOLZ DESIGN, ALL RIGHTS RESERVEDFULL DATE.' 3 SCALE.' V A © SCHOLZ DESIGN, ALL RIGHTS RESERVED Q COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZE 36" MIN. CLEAR WIDTH TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE BETWEEN FINISH WALLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD FOR DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ I I GUARDRAILS d HANDRAILS IS 200# P.S.F. PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ (A SINGLE CONCENTRATED LOAD APPLIED COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO IN ANY DIRECTION AT ANY POINT ALONG THE TOP.) ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. I I A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE 31%2" MIN. CLEAR W/ I I PLANNAMEAND/OR SEVEN FSCHOLZ NOTICE WITHOUT PRIOR WRITTENP RIO PERMISSION HANDRAIL ON . FROM AN OFFICER OF SCHOLZ DESIGN,INC,CONSTITUTES A VIOLATION OF ONE SIDE I I FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. 1 BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, MIN. I I f(1 OWNEDRAWINGS, ND OPERATEDAND THE , AND ENAME AND HAVENO AGENCY RELATIONSHIP,INDEPENDENTLY ARE ELATIONSH P, ORMY MINIMUM UNIF RMLY DISTRIBUTED LIVE LOAD FOR OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH GUARDRAILS IN-FILL COMPONENTS IS 200 P.S.F. THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY (BALLUSTER5 I$ PANEL FILLERS SHALL BE DE516NED ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY TO WITH5TAN A HORIZONTALLY APPLIED NORMAL LOAD WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE 27" MIN. CLEAR W/ i 00 OF 50# ON A AREA EQUAL TO 1 50. FT.) REPRESENTATIONS OF SULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY HANDRAILS ON THIS LOADNHED NOT BE ASSUMED TO ACT RELATIONSHIPS WITH RAW. BDTH SIDES I I D GONGURRENT Y WITH ANY OTHER LIVE LOAD I w REOU I REMEN . GENERAL NOTES 1LL PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 44" BELOWSTANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET z 11/6"x%4" OAK BALGONY 2�" EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH >Q I I N051N6 REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REWREMENTS. 1 3/4" DOVE MLDG. 1 „ FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT O I F- I 4" SPHERE CANNOT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF _ I I PASS THRU Ix8 SKIRT BD. ON PARTICULAR JOB REQUIREMENTS, PREPARATION OF DRAWINGS FOR z I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL 3/4" FILLERS SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE 1 BUILDER RESPONSIBILITY. �2" DRYWALL m 1 1%4" 50. BALUSTER O „ „ IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL I I (CENTER ON WALL BELOW) MI6 XYg o6I=E DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING STRINGER MLDG. CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN 1 Q SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT LLJ >< SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN '/6"x7/8" 5TRINOER ML06. DETAILS AND DIMENSIONS. 1 z_ %" DRYWALL THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS I 11 1 "x5" AK INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, Iib„ OAK TREADS 21I N 5W OAK5' AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER 1 SUPERVISED WORKMANSHIP FOR ALL TRADES. 1z ' G M 6. 3/4” COVE MLDG. 10" 3/4" STRINGER BD. I I 3" 3/ � T*'TOPICAL BALCO1�Y SECTION ON %2" FILLERS I a" SKIRTBOARD _ Ln M SCALE: k2 - 1'-0" ® o m Ld a 2x12 HORSES mr Q II16' OAK W M LO LLJ z R A 3/4" RISER 2x12 RAFT. N _ W W v 16" O.G. o Q t LLJ p- o '/6"x'/a" STRINGER MLDG. - � = L (LI 2x4 SLOPED STUDWALL rig Li UNDER STAIR HORSE %2" DRYWALL ----- LJJ � j 7 12 es 2x8 G.J. F- � O 8 16 O.G. HDR. PER PLAN Z o N J 2x12 HORSES OR EQUAL J N z v Q Q m c, T`I'F I GAL STAIR SECTION, T`I'C AL. STAI SECTION m:o0 o oSCALE: 1%211 = II_OIISCALED: 1%211 _ II_O11 - W N .� N 0 N 1 @ 4-7 o O 13'-10 - ' 10'-10" O U = Iv V) c O U 12 HDR. PER uj - �� d �pc� 8 - - PLAN 1.7 r- " + .x 4'-102„ r- 10.. fi 2x12 RAFT. • .I ® 16" D.G. °w _ � i i O - _Lu � PLANLIV PER 0 I I � HANDRAIL GRIP SIZE 1� I I > I I I I rT o �4 THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A i i N 1 I I W 3/4" RISER r E CIRCULAR GROSS SECTION OF 1%4" (32 MM) MINIMUM ci 1 4'-3 " Ik6"XIIV4" I I TO 2/6 (67 MM) MAXIMUM. OTHER HANDRAIL SHAPES $ATH 3 I TREAD THAT PROVIDE AN EQUIVALENT 6RA5PING 5URFACE ARE 1 PERMISSIBLE. E06E5 SHALL HAVE A MINIMUM RADIUS ui1� I 1 2x12 STAIR HORSES OF %8" (3.2 MM). 101-0 51-1 5" MAIN HOUSE 2ND. FL. LINE r2�" 4'-10�" I ( O 1 -' - - - - - - - - - - - - - - - ARCHITECTURAL In Q N SERVICES, L. L. C. 1 LLJ BM. PER 10" I I BM. PER - - _ PLAN I 1 - Joseph A. St. Jean, Jr., R.A. PLAN = I 1 _ — , I 3/4" T46 PLYWD. SUBFL. I�� Member w ON 2x12 F.J. ® I6" O.G. BM, PER PLAN REVISIONS N0: DATE: REMARKS. BY. II 1 Lu 10" -26-13 WORKING DW65. DG U-) I„ 3/4" RISER w, 0 III III `� Lu o 5� 3'-8.. 5.. I1/4 TREAD' I I I I I I dJ c ORIC. COPYRICHT DATE do JOB NUMBER: 2x12 STAIR HORSES Lu 1 1 I I I I 1-24-03 03080 _ I TOWNSHIP: MAINIHOU5E 15T. FL. LINE LL LLL CITY: STATE: - - - - _ - - - - - - - - - _ _ - - - - - -_ — — Alt mO, m BLOCK: LOT: n' a•. TITLE: TRAVGO BUILDERS L-0 molison O I G STAIRS SECT I ONz- A 35 SCALE: 318" - 1'-0" 2,2A 1=0"rER 5TA I 5 SECT I ON1 DRAWN BY: JOB NUMBER: SHEET N0: 5GALE: 3/6" = I'-O" ,2A, D 7 1301 © SCHOLZ DESIGN, ALL RIGHTS RESERVED DS-26-13 scALE. © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED iO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SOW SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SMOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. Suggested Sizes and Limits _ FIRE CLAY Floc CLAY -�.�_ SINGLE FACED FIREPLACES BUILDERS REGISTERED BY SCHOLZ iD USE SCHOLZ DESIGNS, PLANS, The figures that are listed here are typical sizes found _ _ NOM LIN EI" vl' FLUE LINER �� � � _ �T T ' fL The design of single faced fireplaces has been well doe• Band A NOMINAL I" � NOMINAL 1•' � g p DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY throughout the county . For specific areas, the local DOUBLE HEADER AR SPACE ALIR SPACE �'�� umented,thus a reasonably accurate set of design dimen- g y' p Beam sions of fireplace openings,dampers and flue linings has OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY department of building and safety should be con- K B e been developed. OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, Morlar� c ft7c as anry FIREBRICK RECTANGULAR —� . SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH taCted for pfP.01SP, limitations. These letters COrfe Sing!c laced fireplaces can be efficient radiant heaters.� \� FLUE LINING (STANDARD) OVAL FI UE LINING MnNTEL ti CHOKECap � ap ` cHAMBEF The anwunt of heat radiated and reflected into the room THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY spond to Figures 18.16, 18.17, and 18.28. " ^3 R � 6\ AREA NOMINAL AREA H SMOKE SMOKE is di•ectly proportions!to the masonry surface area ex- ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY A. Hearth slab thickness-Most codes require 4" — GleafaRC! (So IN) A B T 512E (Sq IN.) A B CHAMBER SHELF ti SMOKE posed to the fire.The Runrl fireplace is a variation of '\ WITH HIGH— \� SHELF WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE ti \ \` 51 RI/2" A3/2•' s/a" 8'/z"x 13" 69 8'/z" 12'/•' AR GING H FORMI!0 the single faced fireplace with a shallow firebox,a high minimum thickness. Some will allow the slab to 100 Min. Spark Arrester "` -- 3 DAMPER UAMHG IL1 P IRGING throat,and widely splayed sides,all featurrs for optimal REPRESENTATIONS Of BOLDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR " �„ 79 8!�" 13_ /a" 811,;"x 17" 87 81/2" 161/A" STEEL H direct radiant heating. ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY be tapered, 5" at the beginning and 3 at the -' Screen PARTY — P g 9 TYP " WALL 108 671x' 19 118" t0"X 18" 112 tU" 17x1." ANGLE - ---- In addition,the energy efficiency of new fireplaces can be RELATIONSHIPS WITH(>111LDfit. outer edge. Effective : Mortar Ca 125 13" 13" 7/a" 10"x 21" 138 10" 21" STEEL unproved by: �Flua Area p' - ---- ANGLE — B. l-1Parth slab width-This Is measured on each P NON-COMBUSTIR,F 168 13" la" Ila" 13"x 17" 134 12'1. 163/a" 4 1-Placing the fireplace on the interior of the house,pref• GENERAL NOTES i REBRICK clotty as close to the center as passible- '. :.. R1�1111 IRGSTOPYIN(a Irl Side of the opening. Eight inches is suggested // - K Bond i'eELow BOTTOM / 232 16" 18" 1'h" 13'"x 21" 173 12a/." 21 >L FIPEBRIc K 2 Supplyingonside air for combustion and maintenance SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL for an opening of less than 6 square feet and 12" K g Beam of JOIST -- _ pBond FI;,n 279 20" 20"~ t'h" 17"x 17" 171 163/." }6s/." of positive room pressure. for an opening of more than 6 square feet. seam -� I 338 20" 2a" v1T/z" 17"x 21" 223 16'/." 21' 3 Providing glass screens to prevent unwanted air inf:l- STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET P 9 q Horizontal vat.on. EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH C. Hearth length measurement refers to the 420 24" 24" V/z" 21"x 21" 269 21 21" FIREBOX m g 1 PI �Reroforcfng STEEL JOIST DOUBLES FIREBOX REQUIREMENTS.BIRDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS distance in front of the fireplace. Use 16" for HANGER TRIMMER a . p O I � 1�Vertical -EARTH W HEARTH � OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE Flue Clearance (�'�'�p FIREPLACES BACK TO BACK IN O C AIR openings less than 6 square feet and 20" for I 11�IL Reinforcing PARTY WALL CHIMNEY INLET AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, Lining TD'0"Min. g CRICKET opening greater than 6 square feet. s J I r , e \ r , GRILLE CLIMATIC OR USAGE REQUIREMENTS D. Hearth slab reinforcing—Number 3 rebars at 6" Anchorage i iDOUBLE HEADER f / Z Flashing - � i''• • �� t� �-----{` FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT o.c. when perpendicular and #3 rebars at 12" - R Clearance _ ., ? " Z 2MI CONCRETE CONCRETE FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF o.c. parallel to the front face seem to satisfy — Anchor TYP RECTANGULAR S= SLAB SLAB7tFR. P y _ F \ r PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR most requirements. s Anchorage _ _ Strap -' FLUE LINING(MODULAR) p - RECOMMENDED DIMENSIONS FOR q e _ 6 �� �� r 46•. NOWNAL I" i NOMINAL r ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL Band - �• T --- alL�l I i � ARIA AR SPACE WITH AIR PASSAGE AIR SPAcc wtrsl WUOU fdUFtNING FIREPLACES IIN.1 SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE E. Thickness of walls of firebox—Most codes re K � � — .. (;U IN,) I A 9 T f NON-COMBUSTIBLE NON-COMOLICTIOLE ctuire at least 8 inches thickness, of which 4 exam 57 a„ 12 NSULATION INSULATION Anchorage � 1K"Min,grout between a!,'• AIDE SECTION �^ SIDE SECTION TYPICAL FIREPLACES BUILDER RESPONSIBILITY. inches must be firebrick. When firebrick is not -- 2-yl" r x 74 s' 1s" 7/e I1 v I ---- FLUE Bolts !� _ 4"concrete masonry and FIRE CLAY��I , FIRE CLAY—.rl y T LINING IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL used, the thickness increases to between 10 and Horizoplal Each ilia S - cls flue linin 87 17" 12" Ile" FLUE LINER II G I FLUE LINER 1' FIREPLACE BACKWALL IO.,.s,nr SMOKE P /I Y g SIEtI_ JOIST NON-COMBUSTIBLE r OPENINGS IINCL,NLO) D-1 CHAMBER DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 12'r J Reinforcing Detail for I n HANGER FIRESTOPPING TO 120 12" 16" 1" INSULATION OF WOOD FRAMING a —} I i full masonry I" BELOW BOTTOM MEMBERS AT A CHIMNEY a �TTrF , A B e D E F G H I J CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN Ties - - Flue Lining of Jolsr 162 16" 16 1'/a" \ ti i 24 24 16 ll 14 11 e x 12 19 10 32 SPECIFIC UTILIZED gJ A VARIETY OF LOCATIONS WITH A DIFFERENT F. Distance from fop of opening to throat—Somewall I areas allow you to o as small as 6" but an [7" '- CHIMNEY IN PARTY WALL 208 16" 2O" 1'/,_ / /FtV]CE/`\ 26 24 16 15 1a 1B B x 12 2t t2 36 Y 9 Clearance R 262 20" 20" 1!a' /•� I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN a SMOKE r_:HpMBEH 30 29 16 17 14 23 12 x 12 24 13 3e Vanaar FIREPLACES CONtSTRUCTED � t / \ _ r� � minimum is recommended. --- E CHAM13ERy ff 1 ) � INTEGRALLY WITH BRICK 320 20" 24 1'/s'• F+ / � H / J t 36 29 16 23 14 23 12■12r• 27 16 44 DETAILS AND DIMENSIONS. G. Smoke chamber—As shown b the drawing,the P Tie i / 42 32 16 29 14 26 16.16- 32 17 50 y g, O Clearance I PARTY WALL 385 24" 24" ss/e" ''�_ ------_�\ 48 32 18 33 14 26 16x 16 37 20 56 Wall Thickness I I 1 6"Min. THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS edge of the St"elf to the inside frons edge of the M _ R fi----------� .',' FORMED \ _ 54 37 20 37 16 29 16x I6 45 26 se FIREBRICK 4" 2"TYP � }\ j PER�� \ 60 37 22 42 16 29 16 x 20 45 26 72 INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, flue is measured to be}".The rear wall thickness \ rl tI (` S�DAMPER -II \ 60 40 22 42 1s 31 16 x 20 as zs 72 N I p I\ /1 a _____-_-_ s y - AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER is 6", and the front and side wall thickness - - 1 _ L _ 7z aD 2z sa 1R 3 SUPERVISED WORKMANSHIP FOR ALL TRADES „ - Parge with - - --- / ACT vs10LI r -r----- I 1 70 x 20 56 37 B4 \ I \ STECL ANG E. j ( �r-- { ET[[L A•,1"LE� should be 8 or more. manor T. _ Horizontal NT A,o fp- _ J - "-J RUMFORU FIREPLACES N. bond beam—if required b local codes, this re 6 S Reinforcing Ties I DIAMETER) q Y Smoke - �.. _ 3s 32 is t9 }9 25 12x'6 1a 10 27 c ` 8•. ] ROUND FLUE LINING SHE 2"NON-METALLIC 40 32 t9 19 19 25 16 x 16 16 15 29 quirement can be satisfied by two " bars at the 0 Chamber 1Z - - u _ o I �y" I I METAL OR INCOMBUSTIBLE FILL 40 40 19 19 19 30 16.16 16 15 29 top bond beam 4" high and two J" bars at the a ' 0 1 Min AREA LATH SUPPORT 48 40 19 19 I9 32 16 x 20 1a 15 35 A T LENGTH anchorage bond beams 5" high. r Q 0Ct311 With o c / L 7'• CANTILEVER Z p r - - BRfGI< CHIMNEY CONCEALED 48 4B 20 20 20 40 2D x 20 IR 1R 37 Wood Mantel BEHIND STUD WALL 54 48 20 20 20 40 20 x 20 23 18 45 t0 9 9 x - - �. a' fhi[k 47 8" i 2'0" I 60 48 20 20 20 40 20 x 24 24 18 45 J. Horizontal rain forcin A ain a concern onl Min• o 'O MasonryUnit OUBLE { FIREPROOF - g g Y HEADER m 74,5 1G" 7re•• 2'D" FILL Parge with t _ for earthquake zones. The most severe areas are Vertical - _ Pargemortd u - 108 12" 1" 2'•0" rg - " flsinlciting _ F •I - I �., �L D -D M satisfied by a;" bar at between 18 and 24" O.C. a--- Damper - - Vertical Reinforcing 171 15' 1'!■ 2'-0" A,R— 11 A In „ L z I 20"Lap if spliced tc 1 240 1B" tV." 2•_0•• SPACE _ Q minimum. Notice that it is called out as; rather t Lintel ® rn I:: i Lintel w H footing dowels. STEEL JOIST NON-ConteN T,BLE a FRONT ELEVATION FRONT ELEVATION W HANGER FIRESTOPPING TO 258 2G" 1 1■ 2'�0" > than #2 bar r I I INCOMBUSTIBLE L (L.A.City Code I" BELOW BOTTOM a BOARD Firebox Inside Hearth Outside of JOIST 433 24" 161. ' Y'0" K. Bond beams—As the above, this requirement is LL g Na splice) � � f\ E Wall 20" - Hearth I I j FLOOR FRAMING AT FIREPLACE BRICK CHIMNEY EXPOSED \ \\ \ W for high earthquake zones. The need is satisfied - C Fireback Thickness Fireback Tie If floor - CLAY FLUE LININGS CHIMNEY FRAMING AND b the use of two # bars called ties at this to u is 6'above rade ' LLI v Y i ( Hearth g C 11 side Hearth +. Firebox Walt INSULATION \ \ ' + \ W W cation) in the cap of the chimney and two #1 tie 0 = n 20" DDuet_E NON-COMBUSTIBLE \\ �. \ r AA--I, Thickness HEADER HICiID FIHESTOPPIN3 \\ `' \ \ > > bars at the roof anchorage. -- : outside Hearth _I'_I, Min. E NOTES \ `\ l� N A - - i •, SiI - FIREBRICK . �� �' 1. Availability at specific da flue lint ha A Areas h r net mini i r O L. Fireplace lintel—The lintel should be made Of Slab Thickness r I (DT Footing Width - v sp y n9 shapes cls s own are mum inside areas, \ F,AEeR,CK \ W W Oump - Hearth Slab varies according to location, Generally,oval and 5. Wali thicknesses shown are m+n,mum required. NOMINAL I" `�-- \ N r D 6"Mirt.around NOMINAL //rn� -r some incombustible material such as steel. The H Optional Reinforcing - it \� round flue linings,used in construction with steel Flue dimensions vary t'1z in.about the nominal AIR SPACE AIR SPACE V/ = d Clean `O v: r o free standing fireplace reinforcing bars,are available in the western states, sizes shown. 6" R" 6 W 0 W size varies depending Upon the opening and the Footing T r Footin IT a whi-e rectangular flue linings are found commonly I1�M N- E P P g Width 9 Crede ...' a• I 4 {� MIN. MIN 1 1 Out / .•p �• .. , 6. All flue linings listed are generally available In 71 0 weight to he carried. A steel angle is the most _ width /r _ throughout the eastern stales. Check with local 2 11 lengths. Verify other lengths with local 2 HtARTH f1� 3 7 11=�Ill_--=. =111Y-HI i I(11=1111= .1 • ' a L �n "Natural manufacturers for available types and sizes 9 g HEARTH n- or O I° 1 supplier, popular. Sizes range from 21" X 3" X-;I" mini- — - . ' . • Grade 2 U.L. approved ligt,tweight concrete flues are --� � J 0 [n FOOtiDg ^ I / 7. Fireplace flue sizes:One tenth the area of fireplace u n x Reinforcing farl , � CANTILEVER a'•- availaole to the western states m rnoaular sizes J F- mum to 4 = 4 X . Whatever the size, the lin- n I De th C •L 101 ■, opening recommended; one-eighth the area of i- y rl Tree standing I. -••d: r Fooling p 8 x B in.and 16 x 16 in. g -- Bars in FRAMING AT FIREPLACE HEARTH LEVEL opening recommended if chimney is higher then NOTE: IN SOME AREAS,THE FIREBOX IS = Q = I• 'r'a-� =s 3 Noisirwl fl,te site for round flues Is interior 20 ft and rectangular BET 1" LOWER THAN THF HtARTH _ = tel should bear at least 3 On the ends. fireplaceonfy I _J. i Oepth , Concrete Footin gularfluesareused;one-tweltththe V _ gx g diameter;nominal flue sizes for standard rectonqu. area is minimum lel uired,verif with meal mtIm 0 M. Walls with flue lining—This dimension includes -� a�---- ----s ---rL' ' y PLAN PLAN a lar Huss are the,exterior dimensions and, for Alternate for Free 8 Flue area should never be less than 70 sq in, for � Z O N ry the brick, the rout (approximately 1" around �-� I+- w Square Alternate for Free modular flus limns the ows'ide dimensions g ( pp Y ) 3"Clear�� Standing fireplace �' W Square Standing Fireplace HEARTH FRAMING plus I/z in. g fireplace of 840 sq in.opening or smaller. RUMFORD FIREPLACE SINGLE FACE FIREPLACE the flue lining, and the flue lining itself, which is a 't J N z L) J W J minimum of 4" to the outside face of the shim BRiCK FIREBOX AND CHIMNEY BLOCK FIREBOX AND CHIMNEY Q o v Q nay. N. Walls with unlined flue—In the majority n FOR WOOD FLOOR. O N CONCRETE SLAB. — - Z J m STONE OR I0_OI !_ �•' Z cases, this dimension is a minimum of 8". When CONCRETE DAP — --- '� c) U the chimney is unlined, there is a possibility that _ _ Figure 18.16 Brick firebox and chimney for Figure 18.28 Concrete block fireboxes (n some heat will be lost, thus reducing the uplift a wood floor. (Reproduced from Residential and chimney on concrete slab. (Repro- ( �\ W N W capability of the chimney. The chimney depends Fireplace and Chimney Details with permis- duced from Residenfial Fireplace and ` ` �� n on the principle of heat rising. sion of the publishers, the Masonry Institute Chimney Details with permission of the �'-: \�� . �.�" CLT CHIMNEY �• r , \ O v t of America.) blishers, the Masonry Institute of Amer- F d 1 N @ o O. distance between adjacent flues—When two or is Y WITHE ro N � e i J more flues exist in one chimney,the distance be- SMALL CHIMNEY ONE FLUE Ica.) REINFORCED CEMENT I OJ 3 CEMENT W'A6H tween the flue should be at least 4". This 4"di _ ) tD >f _ - SPARK ARRESTER Chimney hoods to prevent downdraft due to adplring Chimney hoods also serve as wrier protectiDc far seldan rrlension may`include the flue lining. F- - - - hills, buildings, I—,etc. used flues (� BRICK BLOCK FLUE LINER Top OF FL Ue MUST 15E P. Fflective flue area—As indicated previously, the j A should be /. greater than B in all hooded chin- wthe between flues !s the bast method of preventing K (J1 � Haus downdraft 2 AboV� AN`( 3TRl9CTU E effective flue area is based on the fireplace P Io-o' O R I - i 90NOBE CHIMNEY HOODS } f\ ttaSlt7E TN1S AREA Q opening area. Generally speaking, i� seems f0 I • N R CHIMNEY-, BONOBEAM CHIMNEY POT rA I be a widely acceptable figure. If round linings are L_--__ /•_�_ —� FLASHING used, as opposed to rectangular lining, some = / codes call for a T'g" or J" requirement for unlined I STRAP GHMNE vols NE24UM chimneys or those less than 15 feet high.In tact, I ANCHORS STRAP �t-t Lwin ss j PLAN VIEW OF CHIMNEY some codes also indicate a minimum square - - BONO ACRS .TAIL o16-' fOR inch, such as round lining—A, "' or 50 square Joists Parallel BEAM Hf 6__ OIR n. • L� to Wall I I CHIMNEY ` ����\! �\�� ii Doue.. F- �.. inches minimum. s I FLUE !'/ R. Clearances—This requirement must be divided Joists Perpendicular LINING � \ zy'� DAMPER on *1 k into three categories: toWaN CHAMFER Unequal projection of flue lining. (Repro-SMOKE Height of Chimney shove a roof � ,,p � 1. Wood frame—Many codes require 2", but ! I ��, duced from Architectural Graphic Standards with permis- 9 Y j,J some cat' for less in specific areas, for exam- - THROAT MANTEL sion from Melville Publishing Company.) f�JBLE HEADER SHELF / COf,CRETE GLA& pie, ;" from subfloor or floor and roof sheath- sMDKE I RREAST / Jo15T in or if the fireplace is entire) inside a ,true a"ELF l 9 P Y At the very top of the chimney where the flues ter- tune. FIREBRICK FACE minate, the flue lining must, at all cost, be kept at un- 2. Combustible material—In most cases, it is 6" C FIREBOX OUTSIDE equal levels. This is to prevent the smoke of one to the fireplace opening. chimney from entering another. 3. Above roof—In most cases, it is ?_'•0" above BRiCK E B LINTEL / �! 6TJO the ridge or the highest point within 10'-0". { '� 1 pL A` ASH Fr REPLACE FSMF7E�x U S. Anchorage—Again, this is a problem for earth- e .=;® ouuP OPENING OPTIONAL 1 Framing around chimney at the rafters. GOur- 3USFL�DRI quake zones.Two-;a"or}" X 1"straps are used. •� %�' • • � •,r g y ( ' lesy of National Forest Products Association.) FLUE These straps are embedded at least 18"into the chimney and are to be fastened to at least three OSTUD to four joists with two j" diameter bolts. If lag L ;.;,, .,,.:;`:.. �" EITHER OJTE0 f bolts are used, a jj" X 3" will ` =m- - L- _ . ASH PIT "; HEARTH meet the requirement or six 16d (d indicates - FOUNDATION r HEARTH o ARCHITECTURAL penny, a measurement of nail size 811 Width of Fireplace B BLOCK HEAOEf�2 If the anchorage is made to the ceiling Parts of a fireplace and chimney. (Repro- L ' Hi n -� _ L / SERVICES L. L. C. Opening C ed front Residential Fireplace and Chimney Details with � / joist, a 2" X 4"is nailed across four joists at 45• duced p Y SH.NCA-. � YID LEDGEFZ / \� t angle. The strap is bolted, screwed, or nailed to permission of Inc publishers, the Masonry Institute of Amer- F_Ar�ill�6 � � \y 5TRIP � " g ica.) Joseph A. St. Jean Jr.,this 2' X 4 which is called a runner. See Figure PLAN AT TOP OF HEARTH OF OPPOSITE Wit,/^- / , R.A. T. Footing—The footing should be a minimum of FACING DOUBLE FIREPLACE -eooLr / 18.17. N1 TML_ COJBRE6 Member 9 Figure 18.17 Small chimney showing connection of t,J015T / 12''in thickness and extend 6"to 12"beyond the joist with material variation,plan at lop of hearth of oppo• Flashing around a chimney. (Courtesy of Na. REVISIONS ' base of the fireplace or as soil Conditions indi E site facing double fireplace, and a plan at top of hearth. tional Forest Products Association.) OOUSLE Cate. BRICK BLOCK (Reproduced from Residential Flren!ar..e and Chimney TR fire- R NO: DATE: REMARKS: BY: Floor framing around a Fire- Details with permission of the publishers,the Masonry in• —26—I WOR1046 D�. DG U. Outside air intake—Six square inches is usually • • stitute of A.merica.) place.(Courtesy of National Forest Prod- sufficient. ucts Association. 8" Width of Fireplace B ORIC. COPYRIGHT DATE tc JOB NUMBER: p,^ Opening C -1-24-03 03080 TOWNSHIP: PLAN AT TOP OF HEARTH CITY: STATE: BLOCK: LOT: TITLE: TRAAYGO BUILDERS L-o Moison ,� 38 DRAWN BY. ,108 NUMBER: SHEET NO.- D6 O:DG 1308 DATE: SCALE: 07 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 PULL 11 Is I Islas --sas aE`v:Oros=iwr I ' • osed"'T € IFY ..i'Lv;iV RTtlENT A E 4 P,�,$ rGR THE r 0LLO'nr`,!G C,vPEG_'_:0NS: .•.." 1. FC;.�;.DAT!c T b^JO F ECU RE-D FOR CU 7EJ `! 2. � d.,' ,..aH F.r-A,:i",1, FLU,12,Nv 3: i",SL;LP.TION 4 F!"'AL - ("C y 7UCT!ON HAUST EE CO'J°r^LITE FOR C.O. WOW J� ALL COOS T;AUC I IOr```P `!ALL NICEE�T THc REOI ;REVEL JTS OFT IE CODEO S F NEVV YORK STATE. NOT RESFONS0LE FOR DEHIGN OR CONSTRUCTION ERRORS. Cutc 0 Ue ew Yor N CO�J'PLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES RETAIN STORM WATER RUNOFF AS REQUIRED AND CONDITIONS OF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. --= I `�2�I�' �.� SOUTHOLD TOVIN TRUSTEES - PDoO 3 00 DEC DO NOT PROCEED WITH FRAI: ING UNTIL SURVEY v OF FOUNDATION LOCATION OCCUPANCY OR HAS BEEr`T APFROkIED. USE IS UNLAWFUL b E WITHOUT CERTIFICATE ------ .r� OF OCCUPANCY a IL PLUMBER CERTIFICATION .��� c, Sr ,��, --------------- I ON LEAD CONTENT BEFORE �`'" COML*ct TOS Engineerirg at 110-1`_,50 NIC bre CERTIFICATE OF OCCUPANCY ® - f EasSr ii,OR Proi^de End;*W er's fir. E SOLDER USED IN VIIA TER t�``tt'°s dr=,�,,,,, ,,, has 1 ?�t i�".. l�+d�o Coes. Q SUPPLY SYSTEM CANNOT __ __ I EXCEED 2110 OF 1 q LEAD. — LII ® ® C t PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING E lC'oe oO �l � e O 7 AN_ _ 1:) W VGIA.. 0 ASSOCI k O i i S i E - A f 11,&__ -LE-_L C C S i €{ Seven ain treet uite f , Cold E } P: 631 . 367 . 0050 I 1 I € DRAWING LIST: une 9, 2014 - Issued For Building Permit J GN.1 General Notes- Energy A3.1 Front and Right Elevation Sch1.1 1 st Mr. Window Schedule E GN.2 Standard Details A3.2 Rear and Left Elevation Sch1.2 2nd Mr. Window Schedule Sch1.3 Attic Window Schedule SP.1 Site Plan A4.1 Building Sections Sch2.1 1st & 2nd Flr Ext. Door Schedule I A5.1 Wall Sections A,B & C P1.1 Schematic Plumbing Riser Diagram E F1.1 Foundation Plan E A1.0s Structural General Notes A1.1 s Structural Details A7.1 Typ. Details & Study Fireplace Details E A1.2s First Floor Framing Plan A7.2 Family Rm. & Kids Rm. Fireplace Details A1.3s Second Floor Framing Plan A1.4s Attic Framing Plan A8.1 Details A1.5s Roof Framing Plan A8.2 Details s A8.3 Details A2.2 First Floor Plan A2.3 Second Floor Plan P d 7W -I I k A""O'v 00 IN ( _U' A2.4 Attic Floor Plan A2.5 Roof Plan i J i i I E f __ - ____..... - -_ __ - _.- __ __ - -_ - - _- - - - _- -___ - �-`_ _ ___-- -__ --___--__ ----- __ •^_ -- ---_ - - _ -__-_-_ _, _- _ - -___ ___ _ - .-..f_.._.-_ - __ - - - - - _ _ »... .�...v. .ter �., ..r � �.� _ �- Energy Compliance Certificate - General Notes GENERAL CONDITIONS I. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL LIABILITY 5. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR INSURANCE OR AS REQUIRED BY THE VILLAGE. DOOR APPROVED FOR EMERGENCY EGRESS OR EXIT. SEE FLOOR PLANS FOR LOCATIONS ��;�• RE5cheefc Software Version 4.5.0 INDICATED. 2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING BUT NOT Compliance Certificate LIMITED TO FORM-WORK,BLOCK,FRAMING,NAILING. PLACING OF CONCRETE,ETC,. ARE TO A. All EMERGENCY ESCAPE OPENINC75 SHALL HAVE A MINIMUM NET CLEAR OPENING OF . �'�.T BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN 5.7 SQUARE FEET,EXCEPTION OF GRADE FLOOR OPENINGS WHICH SHALL HAVE A ACCORDANCE WITH THE DRAWING5,SPECIFICATIONS,APPLICABLE CODES AND GOOD MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. .. PRACTICE. , B. THE MINIMUM OPENING HEIGHT OF AN EMERGENCY EGRESS WINDOW SHALL BE 24 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE5 AND ORDINANCES. AND THE MINIMUM OPENING WIDTH SHALL BE 20". SILL HEIGHT SHALL NOT EXCEED A Project Freed Residence MAXIMUM of 44" A.F.F. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES. Energy Code: 2010 New York Energy Conservation 6. STAIRS SHALL NOT BE LE55 THAN 36" IN CLEAR WIDTH. HANDRAILS SHALL NOT Location: Suffolk County, New York 5. THE PREM15E5 SHALL BE KEPT GLEAN AT ALL TIMES,EACH DAY AT COMPLETION OF PROJEGT MORE THAN 4 I/2" ON EITHER 51DE OF THE STAIRS, INCLUDING TREADS AND Construction Type: Single-family WORK,THE CONTRACTOR SHALL REMOVE ALL WA5TE MATERIALS, TOOLS,RUBBISH, ETG., LANDIN675,5HALL NOT BE LE55 THAN 31 1/2" WHERE A HANDRAIL 15 INSTALLED ON ONE Project Type: New Construction GLEAN ALL GLASS AND LEAVE WORK BROOM GLEAN UNLESS OTHERWISE SPECIFIED. 51DE AND 27" WHERE HANDRAIL5 ARE INSTALLED ON BOTH SIDES. Conditioned Floor Area: 2,595 ft2 -T. IN NO CASE SHALL THE MAXIMUM RI5ER HEIGHT EXCEED 8 1/4" NOR THE MINIMUM Glazing Area 20% 6. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL TREAD DEPTH EXCEED cl". Climate Zone: 4 (5750 HDD) NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE PROCEEDING WITH THE Permit Date: WORK EFFECTED BY SAME. 8. ALL HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" ABOVE NOSING AND SHALL NOT ANDREW V. EXCEED 38" ABOVE N051N7. Permit Number: ?. PRANINC75 ARE NOT TO BE SCALED;WRITTEN DIMENSIONS SHALL ALWAY5 TAKE PRECEDENT. q. ALL OPEN GUARDS SHALL HAVE BALUSTERS SUCH THAT A SPHERE WITH A DIAMETER Construction Site: Owner/Agent: Designer/Contractor: OF 4 GIAMBERTONE 12400 New Suffolk Avenue (Agent) (Contractor) CANNOT PA55 THRU ANY OPENING. THE TRIANGULAR OPENINC75 FORMED BY THE Cutchogue,NY AVGA Kean Development 8. LARGE 50ALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND THEREFORE RISER,TREAD AND BOTTOM RAIL AT THE OPEN 51DE OF A 5TAIRWAY SHALL BE OF A 7 Main St. 5 Main Street SHOULD BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING WITH THE WORK A5 THEY TAKE MAXIMUM 51ZE SUCH THAT A SPHERE WITH A DIAMETER OF 6" CANNOT PA55 THROUGH. Suite A Cold Spring Harbor, NY 11724 PRECEDENT OVER SMALLER SCALE DRAWINGS. 10. PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" Cold Spring Harbor,NY 11724 ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDS NOT LE55 THAN 360. OPEN SIDES OF & ASSOCIATES q. ALL WORK SHALL BE PERFORMED AS OUTLINED IN THE AIA DOCUMENT,B201 GENERAL STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW CONDITIONS. SHALLHAVE GUARDS NOT LE55 THAN 34" ,.,.f,;+,,.:cyrw•-s:.�'t.'='�?"f'-,'��-su%u"-?;r.-^ - `'2!-.�v-Y--mor,•nx...=-.:;?z^:�+?>r-:^L'�: _ ?'fir�'.'�-s'::v',i_ :.�;:...-�'�::'Tr���;-x'.?':T:',..n.v�+m,:�y�F�,.a I I..s.,xP � •�.yi -si/ - E.' __mfr - - -;F - -�l��� on.`1..':."�-t+`-':i,,.. - _ -^P..-...,• -.��-s4..'-� .'^M T,A�..11'}'s`Yi�"2-.-.�..•,.. '�.�..... `z.c%_s:i��,,r,-s�'F� ;<'':.:nr��5..<'.:. �,,.r... -.1r. .-h�....�. j--:- '..:t%=�i;.`.�n. �.e^.,... t._.e. Compliance: 7.1%Better CMaximum_ m A: 3 �'• A: 10. 05HA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL TIMES DURING II. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE, Compliance: 7.1%BetterThan Code Maximum Ue 863 Your UA: $02dei THE COURSE OF THE PROJECT. LOCAL,AND UTILITY COMPANY CODES AND REGULATIONS. INSTALL SMOKE DETECTORS IN *ARCHITECTS The E Better r Worse Than Code Index energy use how close to compliance the house o based on code trade-off rules. EACH SLEEPING ROOM I[DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ,OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF 11. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO HAVE SAID WORK BE FREE THE BEDROOMS AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ALL OF DEFECTS. CELLAR LEVELS AND ATTIC. ALL DETECTORS SHALL BE INTERCONNECTED AND CAN BE A Envelope AssembIies PART OF THE HOUSEHOLD ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. ;d- .;, T-, •� _,y.�_ .,, �;NN 12.GONTRAGTORS SHALL REVIEW ALL SHOP DRAWINGS PROVIDED BY SUBGONTRAGTOR FOR` 12. INSTALL SMOKE ALARMS LISTED IN ACCORDANCE WITH UL211 IN EACH SLEEPIN6 ROOM,COMPLIANCE TO TIE CONSTRUCTION DOCUMENT5 AND THEN SUBMIT SAID APPROVED Seven Main StreetSuite A "' jOUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ONr, µ '_, A" = DRAWINGS TO THE ARCHITECT FOR APPROVAL. EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ALL CELLAR LEVELS AND ATTIC. 7 Walll:Wood Frame, 16"o.c.N 5,276 4 19.8 0.0 0.059 246 13. NO 5UB5TITurIONs SHALL BE MADE EITHER DURING BIDDING OR CONSTRUCTION WITHOUT ALL SMOKE ALARMS SHALL BE INTERCONNECTED AND GAN BE A PART OF THE Cold Spring Harbor, NY 11724 Window 1:Wood Frame:Double Pane with Low-E 898 0.300 269 WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT ALL INFORMATION NECESSARY TO HOUSEHOLD ALARM SYSTEM IN ACCORDANCE WITH NFPA'12. Door 1: Solid 25 0.400 10 EVALUATE SAID PRODUCT OR SYSTEM AGAIN5T THAT 5PECIFIED PRIOR TO INCLUDING SAME 12a. INSTALL CARBON MONOXIDE ALARMS LISTED IN ACCORDANCE WITH UL2034 ON EACH P:631.367.0050 F:631.367.6636 IN EITHER THE BILL OR "THE WORK." STORY CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING AREA. MORE Door 2: Glass 178 0.400 71 THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO Ceiling 1:Cathedral Ceiling 3,631 30.5 0.0 0.034 123 14.ALL DRAWINGS PROVIDED FOR THI5 PROJECT BY THE ARCHITECT 5HALL BE RETURNED ASSURE THAT NO SLEEPING AREA ON A STORY 15 MORE THAN 15 FEET AWAY FROM A Floor 1:All-Wood JoistFrruss:Over Unconditioned Space 2,595 30.5 0.0 0.032 83 UPON COMPLETION OF THE WORK. CARBON MONOXIDE ALARM. ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED. GiambertoneAr6itects.com 15.BIDS NOT 50MI I IN THE SPECIFIED BID FORMAT SHALL NOT BE CON5IDERED. Compliance Statement: The proposed building desigAde rib ere is nsiste with the building plans,specifications,and other 13. IN AREAS 5UBJECT TO DECAY DAMAGE.THE FOLLOWING LOCATIONS SHALL REOUIRE calculations submitted with the permit application.Tho M s been esigned to meet the 2010 New York Energyonservation Construction Code requirements in RES1 4.5. an o co requirem sted in TE('� WORK THE USE OF A NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN t1he P1 tio he c ACCORDANCE WITH AWPA Ul. Exclusive Architects for • I. STAKEOUT I5 TO BE PERFORMED BY A LICENSED SURVEYOR STAKING AND LAYOUT A aYVOOD J015T OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER : ,' Name I le ,��►`�l� +`� re Date THAN 18 INCHES OR WOOD GIRDER WHEN CLOSER THAN 12 INCHES TO EXPOSED ti Kean Development Co. 0 TO ESTABLISH ALL LINES AND BENCHMARKS AND VL-RIFY ALL GIVEN DATA ON DRAWINGS. GROUND IN CRAWL STAGES OR UNEXCAVATED AREA LOCATED WITHIN THE IN CASE OF D15CREPANCY,RECEIVE CLARIFICATION FROM ARCHITECT PRIOR TO PERIPHERY OF THE BUILDING FOUNDATION. PROCEEDING. bALL SILLS OR PLATES THAT REST ON CONCRETE OR MA50NRY EXTERIOR WALL5 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS,5TOGKPILE TOPSOIL AND ARE LE55 THAN 8 INCHES FROM EXPOSED GROUND. -- _- OBTAINED FROM STRIPPING BUILDING 51TE AND STOCKPILE ALL EXCAVATED MATERIAL AT c.51LL5 AND SLEEPERS ON A GONGRET OR MASONRY SLAB THA 15 IN DIRECT j £I ;• a THE 51TE. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IM PERVIOUS MOISTURE BARRIER d.THE EN05 OF WOOD CARVERS ENTERING EXTERIOR MA50NRY OR CONCRETE 3. NEW AND EXISTING BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF WEEDS, TREE ROCKS AND DEBRIS.. WALLS HAVING CLEARANCES LE55 THAN OS INCH ON TOPS,SIDES AND ENDS. Project Title: Freed Residence Report date: 03/19/14 e.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING Data filename: L:\AVGA Current Jobs\Freed 13-002\2014-03-19-Rescheck no garage.rck Pagel of 1 4. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 mm) FROM THE GROUND. Private REMOVED FROM THE SITE f.WOOD 5TRUGTURAL MEMBERS 5UPPORTING M0I5TUREPERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR MASONRY Residence 25' OF THE BUILDING AND TH05E A5 INDICATED TO REMAIN MOISTURE BARRIER.SLABS,UNLE55 SEPARTE12 FROM SUCH FLOORS OR ROOFS BY ANIMPERVIOU5 5. PROTECT ALL TREES WITHIN WITHIN 50' OF CONSTRUCTION AREA-PROVIDE PROTECTIVE CONSTRUCTION FENCING AT THE A5 FM N.Y.STATE RESIDENTIAL CODE SECTION NI101.4 A COPY OF THE ABOVE COt•IPLIANGE g.WOOD PUKING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY CERTIFICATE SHALL BE P057M ON OR IN THE ELECTRICAL DISTRUBMON PAWL.TFE DRIP LINE OF ALL TREES TO REMAIN. RTEF CECATE SHALL NOT COVER OR 085TRXT V1515I1.ITY OF THE OIRCUIT DIRECTORY TO THE INTERIOR OF EXTERIOR MA50NRY AAL L5 OR CONCRETE WALLS BELOW LAIC,SERVICE DISCOM0,T LABEL OR OTEM REQUIRED LABELS. GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER l5 APPLIED BETWEEN 6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING (BACK FILLING) ANY EXCAVATED WORK. THE WALL AND THE FURRING 5TRIP5 OR FRAMING MEMBER5. I 12400 New Suffolk Ave. - 14.SUBTERRANEAN TERMITE CONTROL METHODS.METHODS OF PROTECTION SHALL BE ONE ' 1. NO BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE INSTALLATION OF THE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS; CU tC11O e NY FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT PROPER BRACING OF WALLS. NO 1. CHEMICAL TERMITICIDE TREATEMENT AS PROVIDED IN N.Y.STATE RESIDENTIAL MACHINES TO RIDE WITHIN 10' OF FOUNDATION WALL5 AFTER BACK FILLING 15 COMPLETE. CODE SECTION 83202 i 2. TERMITE BATING SYSTEM INSTALLED AND MAINTAINED ACCORDING TO THE 8. ALL BEARING 501L 15 ASSUMED TO BE Or A SANDY WELL DRAINING MIX WITH A MINIMUM LABEL. SOIL BEARING CAPACITY OF 3,000 1_55/55. NOTIFY ARCHITECT IF SOIL CONDITIONS VARY 3. PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE YJITH THE AWPA FROM THOSE ASSUMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT OF THE WORK. STANDARDS L15TED IN THE N.Y. STATE RE5IDENTIAL CODE SECTION 31q.l. i s 1 l urnb r. 4. NATURALLY TERMITE RES15TANT WOOD AS PROVIDED IN SECTION R320.3. J i q. 51TE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DE5I6NATED PARKING AREA FOR 5. PHYSICAL BARRIERS A5 PROVIDED IN SECTION 8320.4. WORK VEHICLES AND UNLOADING AREA SHALL BE SET UP 50 AS TO MINIMIZE DISTURBANCE ( " TO THIS 51TF,OR ADJACENT NEIGHBORING,SITES. 15.PROVIDE COPPER FLASHING PANS UNDER ALL EXTERIOR DOORS AND,WINDOWS. 13-002 i 16. SUPPLY G.F.I.OUTLETS IN ALL BATHROOMS,GARAGES,UNFINISHED BA5EMENT5 AND IN O. ALL MATERIALS STORED ON 51TE SHALL BE ELEVATED FROM GRADE 50 A5 TO LOCATIONS WHERE AN OUTLET 15 WITHIN V OF A WET BAR SINK OR KITCHEN 51NK. ELIMINATE CONTACT W1TH WATER AND TO BE PROTECTED WITH TARP5. ==t'=-- 17. PROVIDE EXTERIOR G.F.I.WEATHERPROOF OUTLETS A5 INDICATED ON PLAN. GENERAL NOTES ' 05-06-2014 Issued for bid 15.SEPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED. 1.BUILDING 15 TO BE DESIGNED A5 A PARTLY ENCL05ED BUILDING IN AORDANCE WITH THE [cf.THE THERMAL INSULATING MATERIAL FOR CEILING It FLOOR ASSEMBLIES IS TO BE 8" R THEREFORE NOT 06-09-2014 Issued for Building Premit BUILDING GODS REQUIRED BY GORE.N.Y. STATE. GLAZED OPENING PROTECTION FOR WIND BORNE DEBRIS 15 THICK "5EALECTION 500" OPEN CELL 5PRAY FOAM INSULATION,MANUFAGTURED BY "DEMILAG USA"THE INSULATION HAS A THERMAL TRAN5MI5510N (R-VALUE) OF 3.81 PER 2. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT INCH. THE THERMAL INSULATION MUST MEET THE REQUIREMENT IN ACCORDANCE WITH A5TM LE55 THAN 6% OF THE FLOOR AREA OF ROOMS.THE MIN,OPENABLE AREA TO THE E 84. OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. 20.THE THERMAL INSULATING MATERIAL FOR WALL ASSEMBLIES 15 TO BE 3" THICK "HEATLOK SOY" OL05ED CELL SPRAY FOAM INSULATION,MANUFACTURED BY "DEMILAG 3. THE FOLLOWING GLAZING LOCATIONS SHALL BE PROVIDED WITH TEMPERED GLA55; USA".THE INSULATION HAS A THERMAL TRAN5MI5510N(R-VALUE) OF 6.6 PER INCH. THE THERMAL INSULATION MUST MEET THE REQUIREMENT IN ACCORDANCE WITH A5TM E-84° A. ALL GLAZING IN DOORS AND SKYLIGHTS. 21. NOT USED. B. ALL GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR 1 WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24" ARG OF THE DOOR IN A 22.NOT U5ED. OL05ED P051TION AND WHOSE BOTTOM EDGE 15 LE55 THAN 60" ABOVE THE FLOOR 23. APPROVED FIREBLOCKING MATERIAL SHALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINC75 (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN G. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE EFFECTIVE FIRE BARRIER BETAEEN STORIES,AND BETYCEN A TOP STORY AND THE ROOF FOLLOWING CONDITIONS: SPACE.FIREBL.00KING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS; 1. WHERE BOTTOM EDGE OF GLAZING IS LE55 THAN 18" ABOVE THE FLOOF, A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDED FURRED -- SPACES AND PARALLEL ROW5 OF STUDS OR STAGGERED 5TUD5;AS FOLLOWS; H. EXPOSED AREA OF AN INDIVIDUAL PANE 15 GREATER THAN cl S.F. I.VERTICALLY AT ALL CEILING AND FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. i Ill. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. B. AT ALL INTERCONNECTIONS BETNEEN CONCEALED VERTICAL AND HORZIONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. Iv.ONE OR MORE WALKING SURFACES WITHIN 36" HORIZON. OF THE GLAZING. G. IN CONGEALED SPAGE5 BETYEEN 5TAIR STRINGERS AT THE TOP AND BOTTOM OF 4. SEPARATION REQUIRED. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE TI-E RUN.EZL05ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL5,UNDER STAIR AND ITS ATTIC AREA BY HORIZONTAL OR VERTICAL SEPARATIONS CONFORMIN17TO SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2" GYVB. D. AT OPENINGS AROUND VENTS,PIPES DUGT5,GABLES AND WIRE-5 AT CEILING AND - - -- - - - - - SEGTION5 R30g2.1 AND R30g22. FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RE515T THE FREE PASSAGE OF FLAME A. VERTICAL SEPARATION: WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AND PRODUCTS OF COMBUSTION. AN ATTACHED GARAGE FROM A D►^ELL.ING OR IT5.ATTIC,THE PARTITION ASSEMBLY E. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES SEE DRAWING A1.1. SHALL HAVE A 3/4 HOUR FIRE RESISTANCE RATING.EXCEPTION: PROVIDE 5/8" 24.WHEN THERE 15 USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF TYPE "X" GYPSUM BOARD ON THE GARAGE SIDE AND ONE LAYER 1/2",TYPE "X" A FLOOR/GEILING ASSEMBLY,DRAFTSTOP5 SHALL BE INSTALLED 50 THAT THE AREA OF GYPSUM BOARD ON THE OTHER 51DE. THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET.DRAFT5TOP5 SHALL BE PROVIDED SHALL BE PROVIDED AS DESCRIBED IN THE RESIDENTIAL CODE OF NEW YORK B. HORIZONTAL SEPARATION: USED TO SEPARATE FROM ATTIC,SUCH CONSTRUCTION STATE SECTION R502.12.DRAFT5TOPPIN6 MATERIAL SHALL BE MINIMUM 1/2" GAB.,3/8" • SHALL-BE PROVIDED WITH ONE LAYER OF 5/8" TYPE "X". OPENINGS ARE ONLY WOOD STRUCTURAL PANELS OR 3/8"TYPE 2-M-W PARTICLEBOARD. DRAFT'5TOPPING PERMITTED WHEN THE GARAGE 15 PROTECTED BY VERTICAL SEPARATION. SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE l APPROVED BY THE BUILDING OFFICIAL. CLIMATIC AND 6E06RAPHI6 DE516N CRITERIA TABLE 83022 (1) GROUND SNOW WIND SEISMIC SUBJECT TO DAMAGE FROM LGE BARRIER FLOOD LOAD PE-516N UNDERL AYMENT HAZARDS SPEED (MPH) CATEGORY WEATHERING FR05T LINE DEPTH TERMITE REQUIRED 20 psf READ 120 B SEVERE 32" MIN.TO TOP OF MODERATE TO MIN 30 psf USED 120 HEAVY YES NONE �c��EREp,�9 �r10EN7- C' 804 OP NEW`(o�� 1 Stet s: Issued For Building Permit C0'r- t:.. © 2014 AVGA � . I TETE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENT'S 1 PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,PC (AVGA)FOR THIS PROJECT,ARE INsnumENTs OF AVGA. THESE DOCUMENTS I ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS j OTHERWISE PROVMFD, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECIS FOR ADDITIONS TO TIM PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,June 05,2014-11:43am By: Emesto File: L•\AVGACurrentJobs\Freedl3-002\Working Drawings\2014-06-09-Buildg I General Notes n.t.s. i GN91i l- i w PREMIUM, -LPsr, -SA,J�1 T O! BRAND GED •T VRF-AT R R-EACH ICE 1TON TO BE GRACE BUTT A6AINST PREY COURSE GE AND WATER SHIELD IN5TALL WITH DI DONN TO PAT LEAST 24'INSIDE THE i T IOR WALT.LINE OF THE NAAILINGILIN6 THE SIDE A5 THE AT i 30•ROOFING J$T 4' ANDREW V. 3'DI �, 2'-0' GIAMBERTONE GID ARTJ9R AATER TO BE GRADE S'HALF-ROUND Atm WATER-1*4E.D G° > MIN.OF FROM & ASSOCIATES ROOF 6UT,ER S ATTAGFED Wmf 2' SGREM 'ROOF ,HIND ®ARCHITECTS HORIZ FIREBLOGKING AT COFFER DRIP EDGE INTERVALS NOT EXGEEDIN6 I0'-0'.SEP 6N-L o� ° PAPERN Seven Main Street, Suite A ri Cold Spring Harbor, NY 11724 4' i� GIwNDGwPAN P:631.367.0050 F:631.367.6636 I BUILDING PAi'!3R I GiambertoneArchitects.com BUILDING PAPER j Exclusive Architects for 2x6 FRAtItF WAIL � Kean Development Co. Raj I 3/4PLYWOOD SUBFLOOR� U � TIO" " ON Private Residence I 56COND FLOOR JOISTS SEE DWG AI3s 12400 New Suffolk Ave. t BUILDING FELT LAP:2" RIM WARD-51M DRWG AID9 Cutchogue, NY • 18'PR13dIUM, ( � v. a CERT-LAST,GERTZE5-5 TAPERSAYd15HAKE5-5 . 13-002 . i i 05-06-2014 Issued for bid 06-09-2014 Issued for Building Permit V2'PL VIN5----\ I 2x6 FRAME WALL I PROVIDE 2x HORIZ FIREBLOGKINS AT ALL STVDPARTITION ---- --- — -------- — ---- -- -- MIDPOINTS. i Ii - 3/4'PLYWOOD 5LLFLOOR 3'CLOSED-CELL 5PRAY-0N FO ON ------ ----•----- -------- ------_,._�--------------.- CONTINUOUS ON FOUNDATION I i I FIRST FLOORJOISTS SEE DWG AI2s •� III III III I i I I I I I I I I RIM BOARD-SEE DRAG ALOs — III I I ANCHOR BOLTS 5EE DRANON65 AIAs AND AIJs III III II III , III II IIII ° �S�EREDAR GMSIINII H 11217E L05EY d 4 ��� GENT��Cyd I I El1Pa STYRENE FOAM BOARDS I • CD m GEMearmous PAR6E GOAT I cc A p ° d d _ ,el k III II 4 ° i �� III �AITIION REAR`EF DETAIL ( X20804 QQ ; OF NES. i I Mi a FOUNDATION WALL SEE DWG FIJ d °��d AND DETAIL SHEET Al.ls II III I I ( I � II III °� i Issued For BuMn2 Permit III III d f s._ .. .. .__. III ° d �=� � .�•�� m' 2014 AVGA O RUB-R-WALL SPRAY-APPLIED °a d. MIRADRAIN ALONS ELM PERIMETER THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS MEMBRANE WATHRPROOFIN6 4 . PREPARED BY ANDREW V.GLUMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ' c ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE ° ° ° DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND MIER POURED AMi-HYDRO 1.1 MT+IE RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE ° RESEE DETARCEDIL WITH ST At.[$IG OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 4 FI 5�DETAIL SHEET Ails PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. A ° ° — Plotted: Thursday,June 05,2014-11:40am By: Ernesto v d File: L•\AVGA Current jobs\Freed l3-002\Worldng Dmwings\201406-09-Buildg PAR6E SNAPTTES YV \� NONSMINK 6ROVT COMPACTED BRAWL BEL 4 ° sLv ° 'd a.PERFORATED DRAIN PIFE-PITCH . ° ° d TO I'lJl1P PIT Details a GONTINJOU5,HIGH GUALITY REVED CERTERBULB WATERSTOP AS MANJFAGTURED BY JP .14 d ° d' raPEGUU.TIES,INC.OR APPROVED EQUAL-ALL 4 SEAMS TO IE ELECTRONCALLY P41DW TO PROVIDE A OONTINIOUr,WATERTIGHT CONDITION-LOCATE OUTSIDE KEYWAY As Noted els. 1 Standard Detail of House Const. r i GN.2 SCALE:N.T.S. GN ,, 2 i F S ITE 13 ATA f t Residence R-40 District (Town of 5outhhold - Zoning Gode ) �., Tax Map# 1000-116-Ob-12.1 t 122 f i +7.0' Iv.. RESIDENCE j r DECEMbn, U77C/7P F (VACAN REQUIRED PROVIDED oLE ( UBLIC SLK T) WA T -4 LOT AREA 40,000 s.f. 62;25b s.f. r ED EET� LOT WIDTH 150 ft. 148.75 ft. OF 0►iERNEADPAVE-yENT LOT DEPTH 175 ft. 427.66 ft. O/L 72' 7 °Sb',2 WIRES +81' SETBACKS E FRONT YARD 50 ft. 140.63 ft. i SIDE YARD 15 ft. 15 ft. WA R BOTH 51DE YARDS 35 ft. 35 ft. N. MER 1 Un�1Y POLE AND REW V75' REAR YARD 50 ft. 222.1875 ft. le S7 LIVABLE FLOOR ARES, 850 s.f. 6,230 s.f. `� 65820" GIAMBEPTONE �. j . •�i � � •� 33 E *CALCULATIONS: l PARCEL � W OQ 9•�' LOT AREA PROVIDED: EXISTING I ' I L O to � PA + 4 8 Q PA 2 = 6 58 50. FT. & ASSOCIATES I DRIVEWAY TO o .:: PROPOSED Cp P'4 1.8E 50,510 SQ.FT. ( RGEL I) i ,74 5 . FT. (PARCEL ) 5,2 BE REMOVED A R CEL ni p �. 2 , C�/ aj LOT WIDTH (A+T STREET PROPERTY LINE): € bi 115.75 ft. (PARCEL U + 33.00 ft. (PARCEL 2) = 148."15 ft. ®ARCHITECTSco ® I i �^Z BUILDING HEIGHT 35 ft. 211.35 ft. �-X_ (MEASURED FROM AVG. � ` ::! ``� GRADE TO MIDPOINT OF ROOF) Seven Main Street, Suite A �,. , N Cold Spring Harbor NY 11724 I . "�... . o�� �O_DII i P:631.367.0050 F:631.367.6636 :. ;::: .1 / o -i4 �ST �4cD• '` LOT COVERAGE CALCULATIONS 1.:(. .�:' / TOTAL LOT AREA : 6258 s.f. GiambertoneArchitects.com / :\: /;• ' AREA OF GROUND O :. DISTURBANCE - BUILDING AREA: PROPOSED MAX. ALLOWABLE cy p� _ Exclusive Architects for - HOUSE d HOUSE PORCHES 4,484.6'1 s.f. J 1I I Kean Development Co. (ED), 4,484.67 s.f. / 62,258 s.f. '1203` 20% PROPOSED SEPTIC SYSTEM SEE c �D WEL J GONSULLTANT project: pv LING w l. '.'.'. :; /. 1 M46INEERS DWbS I l! SL/C W,4 TERN / / `O �� 5 HOLE /r W w SURVEY, SEPTIC DRAINAGEWING DATA OBTAINED FROM DRAPREPARED BY: eLD / LP 1 --moi\ J l E ���.� d' N N �"� PPGoNIG SURVEYORS, P.G. Private ik '•6'W �(^ LP � 250xa �\ LP 1TRAVELER STREET til LP LP � d' ourHOLD NEW YORK Ia-1 � Residence� � I I FAX (631) 765-17117 _ LP DAITED:MAY 6, 2013 - DWG# 12-240 - 3I N w 12400 New Suffolk Ave. I L� EXISTING / - - +8.6 (2 S5 / O z DRIVEWAY TO / -8 - CdBE REMOVED - R- CAR• Q Cutchogue, NY ( N �\ 'W CDINEL U / = B / ``' PUBL�c'w �'H orb number: W I EXISTING 6 I A TER 1 j J LU 13-002 ) '�O j z .2PS I�tl LL / iF CD �V:�- xcb. / 2 05-06-2014 Issued for bid 0 ' 3 Iw 06-09-2014 Issued for Building Permit ' RESIDENCE/ :' I I • PROPOSED /;•, � EXIS AGE TO PF.EL. 1128' I + , i II J 'D LU "rill ....__..... _._ f f.. Ou WER IF11 _ 4.20 ( FR. H F.F. EL. 9.6' o) \A / 8 Q tilI N LO 8150 0 Kill AL OF 3 LOCUST 94 DTURBANGE +b.q' DQL EXISTING HOUSE O'SF I MAPLE 6'\ PROPOSED RESIDENCE \"a�d FLR. DECK +8• DLI�FE17 TO eF� c� 1 11}•.11 PP.EL+1128' DECK TO BE3 f FLR. DECK N ' .�'�• L (fsr FLI- «"VVrll I +7V2' , " III CEDA CEpA _i i DB �� ^ O 1.3 I "B CEDAR 11 " _ 1 CULT +72 A CEDAR 311 Q 1 100. SE O LOCUS +'1'I . AK TO QAC I 4w 0 3Q CED oo ^oo L 6A0 r 7 egNo LINE OF U WALL �- ocuST AVERAGE 6RADE Y$V qRQ NON-DISTURBANCE W Q� c O LOCATION EXISTING GRADE ELEVATION ��. AR ON Ofe ��FNS OF e \ 6 0 3 Z Q 8,, ��'" "A" , G/q T R 2 ROLA,y£ACy A GFT, o °p W 6flb •_ �1 Fiy g(g$ DF 4 � g TION v � "G" + 7.21 1 T CONSU�RM/N£ W R£ LOCUST + E nNG, g OF �E "Ell Nc �GETA 110 °F" + -r.r �'�T 02080'�.1�oQ�- + 6.11' �01 NV V Ix "H" + 6.8' wigQ ._.._. �Ii O " 111 + 6A, _ s ? : TOTAL +103' Issued For BddiLig Permit 'N6.9, + 103'/ 10(#OF LOCATIONS) = + "7.05' AVERAGE GRADE ELEVATION = + -1.05' copyright: © 2014 AVGA p�NDk� V THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS H17ECIS,P.C. CO 4NFA RD FD 3O (AVVGAPREPARED )FOR THIS PRBY OJECT,ARE INSTRUMENTS OE ANDFAVGaAA THESE DOCUMENTS OD CUMENTS NSU LY WITH RESPECTTO THIS PROJECT.UNMESS PQ eY S OF OTHERWISE PROVIDED, AVGARE SERVICES FORT HE USE A SHALL BED DEEMED THE AUTHOR OF THESE O,V 1*A, Dg4 DOCUMENTS AND SHALL RETAIL'ALL COMMONLAW,STATUTORY AND OTHER ✓U °a OWNER, ORRESERVED GOTHERS HTS T THESE OTHER PROJECTS FOR ORNADDITIONOT BE SDTO THBY IS NE r0, 20yRpNNDs g �� / 2 O7 �� i PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 13 MFNTgC / nE vNEPlotted: Fdday,June 27,2014-8:32am By: renato �O File: L\AVGACurrentJobs\Freedl3-002\Working Drawings\2014-06-09-Buildg 3 A� Average Grade Calculationtitle: Co _ _ N6g 04 � M SCALE: i° = 20' � Site Plan � �� 33 2 07 ,, EqH y/G TAX MAP# 1000-116-06-12.1 & 12.2 y •35' � y {Ng IFR _ --� scale: 1'=20' Site Plan drawn: e.fs. , SCALE: 1" =20' TAX MAP# 1000-116-06-12.1 & 12.2 SP . i I 1 { � f i I � 1 f i 3 Foundation Notes I. SEE DRAWING AI.Os POR CONCRETE AND REINFORCING SPECIFICATIONS. BB CC A4.1 2. SEE DRAWING Ails FOR FOOTING 5CHEDULE,SLAB SCHl vULE AND SEAM POCKET ) 80-�2 5PEGIFICATIONS. 3.DATJM ELEVATION HAS BEEN E5TA5LISHED AT 0'-O' AT TOP OF FIRST FLOOR FINISHED >, � 5-qy4 5�44�� Z-2%" 7 8/8 a-a/e a-10/g FLOOR.ALL ELEVATIONS ARE MEASURED FROM THIS POINT. g' �_ 3 : � 7 �� � 3 �� 4.SFE STANDARD DETAIL I/6N-2 AND SPi inc.ATIONs ON DRAWING 6N-i FOR BALANCE OF Alis NOTES. 5.PROVIDE SLAVES FOR 6A5,WATER 4 ELECTRIC sERVICE.CONTRACTOR SHALL DETERMINE Al.ls T.O.SIab EXACT LOCATIONS FOR ALL AND QUANTITY. I I_ L cv 0, TOFT6 I I Al.ls = ANDREW V. -6'-9I/2" T.O. 'LL =N IA Ip I I 2'-10 3/4 IBM10 T.O.FTG I 1 - 10 m A1.1s AI.Is TA.FT6" s1m. -8-a 1/2 T'2 -I- Alis �� 1 " Al.ls ' GIAMBERTONE T.OFT6 Sim. �- & ASSOCIATES UNEXGAI�P�TED I �. � srm. to Alis L I _ TAWALL *ARCHITECTS FI T.OY'lIALL 1 �2 2'-10 3/4 I d1 ALIS ' T.oFT6 m T.0.51ab TAS Seven Main Street, Suite A T.O.S,elf — =- - �,_a, Cold Spring Harbor, NY 11724 r.o.5lab P:631.367.0050 F:631.367.6636 I15'-23/4,: I I Al.ls iam ertoneArchitects.com L I °: r o-5- ! Exclusive Architects for , . 1 T.OJWALL 1 15''23/4" -�• -0'�� I Kean Development Co. rr Ails IA I I T.OFTG = A1.19 F � TAJ",AI.1. I-011 loll O I p� _ t ` , I I ° I I I T.OyVALL I I L T.OFT6 - -0-10 I Private s °1 xx I - - - - - - - - - _ vv A4.1 I I I 1111 I A4.1 ( I 10'-119/4�� 4'-5V2" 10_0 4/4 Resi ence 1 O 1 :� II r � �' `� I 12400 New Suffolk Ave. I I r _ b ' ° o I I I— __ 1 (— 7 ' -, 1 � F - I Cutcho e, NY I � 11 1 Al.ls I I ° I [3- 5'-oy4° 2' [V:2" I _ TAFT6 = T.O.FT6 ' — -a-a 1/2 -8=q In - L J o 14 -i b�'•39 r I 1 T.OFT6 TA.FT6 — .1_ 2�� a. w. 1 ry I 137.002 GRAYC5P�IGE 4Fr- -- - 8'-3 I/2" i Cie ff— Al.ls 4"POURED CONCRETE 51 AB(3000 P.5.1)W/ =— Al.ls 1 6X6 WIAMIA KKM.ON 6 MIL.POLYETHYLENE TASIab 1 I ( I VAPOR HARRIER , TAJNALL 05-06-2014 Issued for Bid 06-09-2014 Issued for Building Permit I I I 2 I L TA YVALL LINE OF CRAW-SPACE Alis -0 3 4 I O IT.OJNALL ACCESS HATCH A50VE f TA WALL 1 t� F-71 1 i 2 R6, � F -O'al �'T.Oab 1 I I - �L J I ' TAShelg � I -o'-a 3/41' 111 NEXCAVATED =� T.0.51ab I TOYrALL Alis 1 d- I Al.ls 3 � \ TAFT6 I I^ TAFT6 T.O.WALL m TAShelf TAFT6 TAyVALL 1 2'-9 3/4 3 I -I'�' TAFT6 3 -8'-9 I/2' TA.WALL Al.ls 24- 1-0'-4 _--- --------- - _._--_- -- -- ---- ------ ...-...------ -, TAJNAI.L 1 I T.O.WALL 1 -I'-31/2' A4.1 A4.1 L A4.1 -O-4 I/2' I TA.Shelf T O• � T OFT6 2'-8 1/4' -- - - -- -- - ----- -- - - —I 2-8 V4 -6'-1 I/8° TAFT6 5�-°'/8 5'-05/8 �AFTB+ I T�pS ab4" I TIY PITCH SLAB T DOORS 9 )�' PER FT. I 8 ' Al.ls 1 I 1 Al.ls CC I I I I I UNEXCAVATED: Al.ls I I I I IA 6' REINFORCED CONCRETE SLAB Al.ls i _ I OVER ExivnN6 FILL � PITCH SLAB TO DOORS SEE STRUCTURAL DRAWINGS PROVIDE 2'THICK RI61D INSULATION I ( �SLAB X 24'VERT. I I 7-17-�i 1 DEPRE55 FOUNDATION WALL AND POU�L 1 DD WNCRETEp0pp OF WALL.(T?.0 O.H.DOORS T 1 = \�� NT G1 Tc0 _ I I I I O 4 1lo3-o ll, :: 3 •• ,: � „ 11 4 A4.1 r L I _ TAJNAII ssue For Budding Pernut —, I ��v, —1 u © 2014 AVGA 4-51/2" L N TAShalf I THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS 1 PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. I (AVGA)FORTHIS PROJECT,ARE INSTRUMENTS OF AVGA THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY WITH RESPECTTo THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE ,l DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER 3'-O" 10'-O" 10'-O" Ib'-b" '7'-O° 4'-b° 2-5/8 3'-Oyg 3-Oyg 2—5/8 4.1_b11 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 1 PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS bb'—b" Plotted: Thursday,June 05,2014-11:37am By: Emesto File: L\AVGA Current Jobs\Freed 13-002\Working Drawings\2014-06-09-Buildg AA • ! T1 i Foundation Plan Foundation SCALE:1/4"= V-0" Plan `3I�f l z, q/�If=1'-0,t - e„t?s 1 a€_l�:v,"n' els. I i SOLID SALUMBER MOTES COMPOSITE WOOD "I"-JOISTS NOTES GENERAL NOTES 0" NAILING SGHEDUL WN I THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED A5 I I-JOISTS SHALL BE MANUFACTURED OF LAMINATED VENEER LUMBER TOP AND BOTTOM I THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN AGGORDANCE HIP, SEE II/AI.Os COONHFLANGES AND ORIENTED STRAND BOARD KM5 BONDED TOGETHER WITH AN EXTERIOR WITH THE STRUCTURAL RREQUIREMENTS OF THE RE51DENTIAL CODE OF THE rIlQtl FA5ii�1N� (abccU I7PE ATTIC EXTJ01ERIOR N AND RAFTERS: DOUGLAS FIR-LARCH RC HEM FIR FIR ADHESIVE. APPROVED MANUFACTURERS ARE TRU5 JOIST MACMILLAN('TJI'JOISTS), STATE OF NEA YORK FOR STRAPPING AT EXTERIOR WALL STUDS: SPF,DOUGLAS FIR-LARCH,OR HEM FIR NOS GEORGIA PACIFIC("GPI'JOISTS)AND LOUISIANA PACIFIC ('LPI 'JOISTS). � a HIPS AND RIDGES I.J015T TO SILL OR 61RDER THIREE 817 COMMON. TOENAIL a.All nails aro smooth-common,box or INTERIOR WALL STUDS: SPF,DOUGLAS FIR-LARCH,OR HEM FIR 57UD GRADE 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: 2.BLOGKIN6 SMIE N JOISTS OR RAFl7ERS TO TOP PLATE THREE 8P COMMON. TOENAIL deformed shanks except where 2 THE PE516N OF THE DIMEN51ONAL LUMBER MEMBERS AND THEIR CONNECTIONS 15 2 JOISTS SIZES ARE INDICATED FOR 5015E GA5GADE(BCI) ON PLAN,ALTERNATE Til ` '; o otherwise stated. Nails used for framing ���/.- -% 3.SOLE PLATE TO JOIST OR BLOCKING 16D AT 16'O.G. FACENAIL and sheathing aonnectlons shall have BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF INSTALLATION OR LPI SIZES MAY SUBSTITUTED A5 FOLLOWS: ROOF: GROUND SNOA AT 20 P5F (3o PSF MINIMUM) minimum average bending told stro OF#T5�OR LESS. FIRST FLOOR: 60 PSF %> 4.TOP PLATE TO STUD TWO 1617 COMMON. ENDNAIL 9 g 9 ^915" I-JOIST MANUFACTURERS SERIES DESIGNATIONS as follows: 80(ksV(551 for shank SECOND FLOOR: 60 PSF 3 JOISTS OR RAFTERS ARE TO SE INSTALLED WITH GRONW UP (I E.POSITIVE CAMBER) WIDTH(IN) Til Be-[ LPI DEPTHS(IN) %-' S.STUD TO SOLE PLATE THREE 817 COMMON OR TWO 1617 COMMON TOENAIL diameter of 0.#72'(20d common nail), ATTIC: 4O P `"".,,, ''"'r �",;;7,- 6.DOUBLE 5TU05 IOD AT 24'0.0. FACENAIL �iO ksi(620 o)for shank diameters AND WITHIN I/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. 1-3/4' 230 60005 30 9-i/2 11-"1/8 ATTIC(MIO ACCESS): 20 PSF 7.DOUBLE TOP PLATES IOD AT 24'0.0. FACENAIL larger than O 42'but not larger than 4 SEVERELY D15TORTED(TWIST'ID,BORED,CUPPED,CHECKED,ETC,)LUMBER SHALL NOT 2-1/2■ 360 605 36 11-7/6, 14, 16 `- O°1771,and IOOW(b o)for shank ■ THE 5TIRUGTUiRE HAS BEEN ENGINEERED TO RESIST LATERAL,UPLIFT,AND OVERTURNING FORGES 8.TOP PLATES,LAP AND INTER5E0TION5 TWO IOD COMMON, FACENAIL �P USED. 3-1/2 560 905 56 II-7/8, 14, 16 FROM WIND LOADS IN ACCORDANCE WITH ASCE'1-o5'MINIMUM DESIGN LOADS FOR BUILDINGS diameters of 0.142"or less. 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS A 117 OTHER STUGTURES'FOR A PARTIALLY ENCLOSED 5TRUGTlh2E WITHOUT WIND BRONE PROTECTION 9.GONTINUOIJ� FEADET� TWO PIECES IbD COMMON AT Ib'OG. ALONG EDGE SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN 3 I-JOISTS ARE TO BE STORED ON 517E ABOVE THE GROUND ON "STICKERS'UNDER Wind Pressures are calculated to accordance with ASCE 7-05: I0.GEILINI6 JOIST5 TO PLATE THREE 8D COMMON. TOENAIL b.Not used TARPS AITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. I -JO15T5 ARE TO _ THE MIDDLE THIRD OF THE SPAN. END NOTGHE5 SHALL NOT EXCEED ONE-FOURTH Qz=.00256 Kz Kzt Kd V V I (Eq 6-15) "' ` II.CONTINUOUS HEADER TO STUD FOUR 817 COMMON. TOENAIL BE HANDLED IN THE UPRIGHT POSITION. DO NOT WALK ON JOISTS UNTIL e.Not used THE MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN Two INCHES OF THE TOP Kz = .70 for Exposure B, Z=25 ft height above grade (Table 6-3) 11 12.CEILING J015T5,LAPS OVER PARTITIONS THREE IOD COMMON FACENAIL MANUFACTURER'S RECOMMENDED TEMPORARY TOP FLANGE BRACING OR PERNIANEHtT ) AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD Kzt = N/A (site does not meet requirements for hilt' terrain as defined by 6.5.7.1 ""/' SHEATHING 15 INSTALLED. Kd = .85 (Table 6-4) t-8 foot or 4 foot by 9 foot THE MEMBER DEPTH. SHEATHING = 120 MPH ( Nominal design wind speed - 3 see gust) 13.CEILING J015T,TO PARALLEL RAFTERS THREE IOD COMMON FAGENAIL d.4-Foo panels shwa be applied vertically SECURE SHEATHING AT ROOFS 14.RAFTER TO PLATE Two 160 COMMON. TOENAIL 4 J06TS OF THE PROPER SIZE ARE TO BE INSTALLED AT THE SPACING INDICATED ON I = 1.0 (Building Category 11) (Table 6-1) LAP AND NAIL WALL SHEATHING W/SD DEFORMED NAILS ® 6" 0/0 AT 15.BUILT-UP CORNER 57UD5 IOD COMMON®24'o% FAGENAIL o.Not used. THE DRAAIN65 USING THE MANUFAGTURER'5 RECOMMENDED DETAILS UNLE55 Oz = .00256 (.70) (.85) (120) (120) (1) = 21.9 PSF P = Desi p ( p - G Cpi) (Eq 6-18) EDGES AND INTERIOR SUPPORTS OTHERYVISE NOTED ON PLANS. Design wind pressure = Oh G C \ TO DETAIL TOP PLATE, G Cpi = +/- .55 (Figure 6-5 Partially Enclosed) SEE DETAIL '1/AI.05 Ib.ROOF RAFTERS TO RIDGE,VALLEY OR HIP FOUR 1617 COMMON. TOENAIL F.8d deformed nails shall be used for ANDREW V. RAFTERS THREE 16D COMMON. FACENAIL attachi p1rood roof sheathin to G C is determined from Ft 6-10 for the MWFRS and Fig 6-11A and C for 5 RIM JOISTS/BOX MAILERS ARE TO BE I INCH MINIMUM THICK RIM BOARD MEMBERS componets and cladding g 9 framing attaching 48'distangce from MATCHING THE JOIST DEPTi-f MADE OF 055 OR LVL MATERIAL,SUCH A5 1 COMPONENTS a cls CLADDING DESIGN WIND PRESSURE \ SECURE SHEATHING AT ROOF 17.RAFTERS TIES RAFTERS THREE 817 COMMON. .FACENAIL able end walls. "TIMBERSTRAND' MANUFACTURED BY TRUE JOIST MACMILLAN, FIBERSTOM6 OVERHANGS Wr AT DEFORMED 18.WOOD STRUCTURAL PANELS AND *Ilio TO I 1 6D COMMON(WAW b o%at edges and g MANUFACTURED BY GEORGIA PACIFIC OR"INNER SEAL"BY LOU151ANA PACIFIC. � AIND (PSF) GIAMBERTONENAILS R S O/G RT EDGES AND PARTICLE BOARD: SUBFLOOR,ROOF 12'0%at interior Intermediate orts shall be 1 2015/-*ib INTERIOR SUPPORTS AND WALL SHEATHING TO FRAMING #7/32 TO I 80 COMMON(ROOF-SEE NOTE F) g' P 6 DO NOT OUT OR NOTCH FLANGES. NESS OPENING MAY BE GUT ONLY A5 2 208/-42''i ' � 817 COMMON(SUBFL.00R) supports(Seo note 9) spaced 6 Inches on center for minimum g 2015/-602 48-Inch distance from ridgos,eaves and RECOMMENDED IM THE MANUFACTURERS LITERATURE AND THEN ONLY AFTER #7. BOLE PLATE TO JOIST OR BLOCKING AT 3-1617 AT 16'0.0. FAGENIAIL gable and walls and 4 inches on center 4 3115/-34A ASSOCIA I� � BRACED WALL PANEL(ALL SHEATHED AAL15) to gable end wall framing and overhangs, CONSULTATION WITH THE ENGINEER. DO NOT BEVEL GUT THE TOP END OF THE J015T 5 31.8/-38.3 TES BEYOND THE EDGE OF BEARING. OVERHANG -48A � & OVE;U A CORNERI -81.0 7 PROVIDE SINGLE "SQUASH BLOCKS"UNDER BEARING WALLS FROM ABOVE NAILED TO 3 TH15 WORK HAS BEEN DE5I6Ni V TO BE SELF-Sl1PPORTIN6 AND STABLE AFTER THE - I� �I -I THE JOIST FLANGES MATCH THE DIMENSIONS OF THE SUPPORTING STUD BELOW. GONSTRUGTION HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR PROVIDE WALL STUD STRAPPING "SQUASH BLOCKS' ARE TO BE CUT 1/16" LONGER THAN DEPTH OF JOIST AND ARE TO COMPLETION I5 SOLELY THE RESPONSIBILITY OF THE CONTRACTOR THIS ARCHITECTS U II II ® CORNERS AND 2'-8°1 O/G AT SEG0�1Ii TO BE INSTALLED WITH GRAIN VERTICAL. RESPONSIBILITY EXTENDS To ALL ASFI=GTS OF THE CONSTRUCTION ACTIVITY U I uFLOORINCLUDING,BVr NOT LIMITED TO,JOBSITE 5AFETY,ERECTION M1i:THODS,ERECTION ,SEE DETAIL 4/Ai.Os 8 DOUBLED I-JOISTS ACTING AS WADER AND TRIMMER BEAMS ARE TO BE 5EGLENCE,TEMPORARY BRAUNG AND SHORING,USE OF EWIPMDM AND 51MILAR GON5TRl4TION PROCEDURES. REVIEW of CONSTRUCTION BY THE ENGINEER 15 SECURE WALL SHEATHING WITHIN 6 FEET CONSTRUCTED AITH SOLID FILLER BLOCKING NAILED BETWEEN THE JOIST WEB5. FOR CONFORMANCE WITH THE DE516N ASPECTS ONLY,NOT To REVIEW THE SACH 1/2' NAILS FILLER BLOCKING SHALL BE A COMBINATION OR PLYWOOD AMD/OR 2X DIMENSIONED CONTRACTOR'S CONSTRUCTION PROCEDLRES. Seven Main Street, Suite A OF CORNERS AND I W/817 NA UP ® 6" O/G AT SIMi'SON L5TA30 AT EACH SIDE INTO LUMBER OF NET yn11D�}EQUAL TO THE JOIST FLANGE WIDTH MINUS 3/8 INCH ANDA 4 SEE ARCHITECTURAL DRAWIN65 FOR ALL DIMENSIONS AND ELEVATIONS. EDGES AND INTERIOR SUPPORTS 2ND FLOOR CORNERS, WINDOWS, AND °° EACH RR AND STUD DEPTH OF JOIST DEPTH MINUS 3 I/2 INCHES. INSTALL BLOCKING FOR FULL LENGTH SECURE y� 5HEATHING ° 32"O/G (EVERY OTHER STUD) IN HEADER BEAMS AND 2 fIET TO EACH SIDE of SUPPORTED HEADER IN TRIMMER FOUNDATION NOTES Cold Spring Harbor, NY 11724 W1 817 NAILS® 6 O/G AT LEDGES AND ° BEAMS WITH 1/8"CLEAR BETMEN TOP AND BOTTOM EDGES OF FILLER AND JOIST FLANGES. HAMMER NAILS ON NEAR V`JJ 4u O.C.FILER AND FAR WEB THEN CLINCH NAIL I THE FOUNDATIONS HAVE BEEN DE51CYNED TO REST CN INORGANIC UNDISTURBED CLA55 P:631.367.0050 F:631.367.6636 12 O/G AT INTERIOR SUPPORTS, ° WITH 2 ROWS OF IOD COMMON NAILS AT 4 O.GBUILD OUT Y�OF JOIST 6W OR 6P SOIL OR ROCK HAVING A MINIMUM BEARING CAPACITY OF 3,000 PSF BLOCK UNSUPPORTED EDGES SUPPORTING JOIST HANGERS FLUSH WITH FLANGES AITH MULTIPLE LAYERS OF PLYWOOD AND MEETING THE REQUIREMENTS OF SEISMIC 517E G!au D OR BETTER PER TABLE AS REQUIRED'0 1615.11 OF THE NYS BUILDING CODE. NOTIFY ARCHITECT IF SOIL CONDITIONS VARY FROM ° Of INSTALL JOIST WE5 STIFFENERS WHERE INDICATED ON PLAN ON BOTH SIDES OF WEB TH05E A55UMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT OF THE WORK I GiambertoneAmbitects.com ° WITH 2 - IOD CLINCHED NAILS SET 2" IN FROM TOP OR BOTTOM OF STIFFENER. 2 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST SEE FRAMING PLANS o STIFFENERS TO BE 1/2',5/8 OR I"PLYWOOD FOR 1 1/2' 3/4"AND 2 1/44 3'-6'BELOW FINISHED GRADE.FOOTINGS ON LEDGE SHALL. REST ON BROOM HRA (ALIGN RAFTER W/ STUD) ,1 FOR LOCATIONS OF 6: LAP AND NAIL WALL SHEATHING TO RIM J015T, HOEDOWNS REQUIRED SEE WALL DETAILS ON SHEET AIDS SIMPSON STRONG- (MIN)WIDE JOIST RESPECTIVELY,BY 2 3/8"WIDE BY CLEAR WEB HEIGHT MINUS GLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE EXCEEDS I ON 6, I/8'. STIFFENERS TO BE SET TIGHT TO TOP OF BOTTOM FLANGE AT JOIST SUPPORTS THE FOOTING SHALL BE DOWELED TO THE LEDGE WiTH 3/4"STEEL RODS DRILLED Exclusive Architects for AND TIGHT TO UNDERSIDE of TOP FLANGE Ya�ENT 51JPPORTIN6 WALLS OR PoSTs FROM 10 INCHES INTO THE ROCK SURFACE AT 2 FEET ON CENTER. Kean Development Co. -18 FLUSH' ML BEAM ABOVE,WITHIN THE J015T CLEAR SPAN. ; 01 3 IN AREAS REQUIRING FILL,THE FILL MATERIAL SHALL BE A UNIFORI-LY GRADED MIXTURE OF SAND AND GRAVEL WEIGHING NO LESS THAN 120 PGF DRY DENSITY .................................. .....I. .................................... ................................ ............................................................ .. ......... SHEATHING NAILING ISOMETRIC 10 AFTER COMPACTION IN PLACE. THIS MIXTURE SHALL BE UNIFORMLY GRADED RAFTER BEARING ON INTERIOR WALL 14 GENERAL CARPENTRY 4 LUMBER NOTES HAVING NO STONE GREATER THAN 3 INCHES IN ANY ONE DIMENSION,AND AITH _, _. LESS THAN 10%,BY MIGHT,PASSING A#100 SIEVE. THE FILL SHALL BE PLACED __. ...... . ................_........... . . .. .. ._... ._.. ... .. _................... . .. NT5 A5 SECTION AT FRONT INALL I3 NTS AI.OS I STUD BEARING AALL.5,SHEAR PML5,AND ROOF AND FLOOR DECK5 SHALL BE FRAMED IN VAXIMUM LIFT'S OF 8 INCHES BEFORE COMPACTION. EACH LIFT SHALL.BE ; p ecc: NT5 AIRS WITH THE MEMBER 51=5 AND/OR TYPES AT THE SPACING SHOWN ON PLAN. THE COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 415%OF ITS MAXIMUM CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING,HVAC DUCTING DENSITY AT OR NEAR OPTIMUM MOISTURE. A SOILS TESTING LAB,HIRED BY THE AND RECE55W LIGHTING FIXTURES,ETC PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE OWNER,5HALL TEST THE MATERIAL BEFORE AND AFTER COMPACTION FOR THAT MAY REQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. CONFORMANCE WITH THIS SPECIFICATION. NO LIFTS SHALL BE PLACED WHEN Private WEATHER COND1T10N15 ARE SUCH THAT THE M015TURE CONTENT OF THE FILL 2 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL 13E INSTALLED CANNOT BE PROPERLY CONTROLLED. IN PLACING AND GOMPAGTINT6 FILL AND LEVEL AT THE PROPER ELEVATION. ROOFS SHALL BE INSTALLED AT THE PITCHES BACKFILL MATERIAL,DO NOT DAMAGE NOR DISPLACE CONCRETE WORK ALREADY IN 5-6D NAILS INDICATED ON THE ARCHITECTURAL DRAWINGS. PLACE 5Y CONTACT FROM COMPACTION MACHINERY,BY SUBJECTING IT TO RAFTER, SEE PLAN OVERTURNING FROM HEAVY COMPACTING LOADING,OR ANY OTHER CAUSE. BRING Residence SIMP50N 000 3 JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS FILL AGAINST SUCH CONIGREI AT THE SAME RATE AS THE REMAINDER OF FILL, POST GAP OTHERWISE DETAILED. COM'AGT1N6 UNIFORMLY ON 50TH SIDES USING HAND OPERATED TAMPERS. • SECURE ATTIC J015T TO • • 4 JOISTS SHALL SE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH SOLID 4 THE SLAB-ON'6RADE SUB-BASE SHALL BE STONE OR TRAP ROCK PASSING A 2 INCH 12400 New Suffolk A RAFTER YV/8-IGD NAILS o SECURE CEILING JOIST TO BLOCKING TAO INTCHE5 IN THICKNESS,EXCEPT WHERE JOISTS ARE SUPPORTED BY A SIEVE AND RETAINED ON A I/2 INCH SIEVE. ve. •o• RAFTER W/4-12D NAILS • • • FLUSH HEADER OR NAILED TO A RIM JOIST. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE • 5 PROVIDE A MINIMUM OF TWO 51VD5 AT EACH END OF ALL FLUSH FRAMED HEADERS SHRINKAGE CRACKING. IN GENERAL,WALLS SHALL NOT BE POURED IN Cutchogue NY SEE ARCHITECTURAL DRAWINGS • OR BEAM,VNLE-55 MORE ARE INDICATED ON PLAN. PROVIDE ONE JACK STUD(TY40 AT CONTINUOUS LENGTHS EXGEEDINIG 40 FEET AND SLABS NOT EXGEIDIN6 20 FOR ACTUAL ROOF CONDITION FIRST FLOOR)AND ONE FULL KING STUD AT EACH END OF ALL DROPPED HEADERS FEET AITHOUT CONTROL JOINTS. THE LOCATION AND CONFIGURATION OF JOINTS - • ,. UNLE55 OTFERA15E INDICATED ON PLAN. EXPOSED TO VIER SHALL BE COORDINATED WITH THE ARCHITECT. b FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED 6ALVANIZID 5TEEL b MINIMUM ANCHOR BOLT REQUIREMENT5 FOR ATTACHMENT OF SUPERSTRUCTURE To , : SECURE SHEATHING TO DOUBLE TOP SIMPSON H2.5A HURRICANE TIE HANGERS MADE BY 51MP50M STRONG-TIE,CO., INC.OR KANT-5A6 CONNECTORS BY FOUNDATION SHALL BE AS FOLLOWS A55UMING A DOUBLE SILL PLATE(IJr�LE55 DETAILED OTHERWISE): r� � - e PLATE WITH 817 NAILS ® 6" O/G. REQUIRED AT EACH RAFTER ( 2 UNITED STEEL PRODUCTS CO. OF AIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER INSTALL WITH THE TYPE AND QUANTITY OF FASTNIERS CRAWL SPACES AND 5LA55 ON GRADE: 5/8" 0 AT 32°0/C,MAX -002 ' 71% WHERE=NOTED ON PLAN) REGOMNTENDID BY THE MANUFACTURER. USE"STAINLESS STEEL CONNECTORS AND BASEMENT: b. 5/8" 0AT 32"O/C MAX G . FASTENERS AT EXTERIOR APPLICATIONS IN CONTACT W/PRESSURE TREATED LUMBER, c SIMPSON ABU EMBED ANCHOR BOLTS A MINIMUM OF 8 INCHES INTO CONCRETE OR GROUTEDI. .. .. . : NOTE: INSTALL TIE ON THE OUTSIDE FACE OF THE TOP 7 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH MASONRY. INSTALL BOLTS WITHIN 12 INCHES OF END OF SILL PLATE ON ALL ` '' ` d-tc-,: \'_5IMP5ON H2 5A CLIP AT P05T BASE CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO.2 OR BETTER,AGQ EXTERIOR WALLS. PROVIDE 3°X3"X3/I6"WASHER PLATE ON ALL ANCHOR BOLTS SECURE SHEATHING TO PLATE5 50 THAT IT 15 IN PLANE WITH THE WALL SHEATHING PROVIDE 3'HOOK ON BOLTS. ADHESIVE ANGHOt�MAY BE 5UBSTITUTI�FOR ANCHOR BOLTS. DOUBLE TOP PLATE W/ 2 EACH RAFTER (2 CLIPS 06.09.2014 Issued for Permit ROWS 817 NAILS ® 3° O/G WHERE NOTED ON PLAN) FJ %7DK D=IN W, 8U W'9HA MEPMBAffSE9WVAP5M4NDARD GI,C,2, : --: SHALL CONFORM TO ANDA PI/PI3,P2J'5,P8 AND P9. 7 SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH 18" MIN WIDE STRIP 3-8d OR 2-16d TOENAILS • .; I/2"V ANCHOR BOLT OR AS ANCHOR BOLTS,PIPING SLEEVES,HOLD DOYVN ANCHORS,ETC. SHALL BE 8 BUILT-UP MEMBERS OF TIiREE PLIES OR LE55 SHALL HAVE ADJACENT PLIES MAILED C'01"ATED BY THE GENERAL CONTRACTOR WITH OTHER TRADES. }.• .. ,;: .....*' ADHESIVE ANCHOR U :.................................................".. .. . .. ......................................_..... ........... O SHEATHING T TOP ® EACH STUD INTO PLATE TYPICAL RAFTER TO PLATE CONNECTION I I �•�. . ::.••: DO NOT USE END NAILS. ''A, TOGETHER WITH TWO ROWS OF NAILS AT 12"O.G.(IOD COMMON NAILS FOR 1-1/2" 6 STEP FOOTING A MAXIMUM OF I FT VERTICAL ON 2 FT HORIZONTAL. PLACE LAYER 1/2" PLYWOOD WALL SHEATHING NT5AI.OS PLIES, 12D COMMON NAILS FOR 1-3/4" PLIES). BUILT-UP MEMBERS OF MORE THAN FOOTING FIRST. ............................. ................................................................................................................................................ . ...... W/8D NAILS ® 6" 01C, AT (TYPICAL AT ALL STUD TO 3 PLIES SHALL BE ASSEMBLED WITH 1/21 DIAMETER THRU BOLTS AT 16"O.G. ................ . .................... .......... .............. ......................... ... PLATE GONNEGTIONS) STAGGERED UP AND DOWN WITH 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. EDGES AND 12" O/G AT TYPICAL EXTERIOR P05T 12 PANELS. BLOCK ALL EDGES. NT5 AI.OS 9 FLITCH BEAMS ARE TO BE ASSEMBLED WITH I/2°DIAMETER THtRU BOLTS AT Ib" D.G., CONCRETE NOTES _. _.._ .. .... ....... 5TA66ERM UP AND DOWN,An 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. A55EMBL.E FLITCH BEAM WITH BOTTOMS OF WOOD PLIE5 AND STEEL PLATE FLUSH. I CONCRETE FOR FOUNDATIONS,FLOOR SLABS, AND SLAB-ON-,GRADE SHALL BE NORMAL.HEIGHT _ ............... ...._........... ... . _.................... .... .......... . .... . ._.. .. .... CONCRETE AND SHALL DEVELOP A COMPRESSIVE STRENGTH of 3,000 P51 IN 28 ..........................."............................................... ........... .............................................................................. ._................. 4-16D TOENAILS FROM SiMPSON L5TA30 STRAP NAILED INTO EACH 10 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH 5TUD5 DAYS. CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4',MININIJM TYPICAL 5TRAPPIN5 AT ROOF '7 EACH RAFTER INTO RIDGE RAFTER. STRAP 15 REQUIRED WHEN RAFTER RUNNING CONTINUOUSLY(NOT SPLICED) FROM FLOOR TO ROOF. GEMENT CONTENT OF 560 LBS/GU YD.,AND A MAXIMUM SLUMP OF 4 INCHES. _._......... . 3/4"=1'-O" AI.Os LENGTH EXCEEDS 5 FEET. II CONTINUE ALL BUILT UP POST'S,DOM TO FOUNDATION. PROVIDE BLOCKING WHERE 2 CONCRETE EXPOSED TO THE WEATHER,SUCH A5 THAT USED IN FOUNDATION ...................... ............................................................_............. ..._....................."."..............".................................. . POSTS 51T ON TJI JOISTS OR OVER DROPPED HEADERS. WALL5 AND EXTERIOR 5LAB5,5HALL CONTAIN 6%ENTRAINED AIR .............I........................I ........... ..._....._.__........_........... ......._.........._._...._..... .... . ...._................. ROOF RAFTER, SEE PLAN 3 REINFORCING STEEL.SHALL CONFORM TO ASTM A-615,GRADE 60. ......................................................................................................................-...._......................................................................... 12.ALL LUMBER AND GONNEGTIONS SHALL SE IN AGGORDANGE WITH NEW YORK STATE BUILDIN'S ¢PROVIDE 1 I/8'X I I/4" DEE'SAW GUT CONTROL JOINTS AT 20'O/G MAXIMUM GORE AND ALL LOCAL GORES HAVING JURISDICTION AND WITH THE NATIONAL DL-SIGN EACH WAY IN ALL BASEMENT,PORCH,AND GARAGE SLABS ON GRADE. GUT JOINTS _.... ._.. ................... ........ . ...:........._. SIMPSON H2.5A CLIP AT SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. LUMBER 15 TO BE WITHlN 24 HOURS OF PLACING THE SLAB.FURNISHED AND INSTALLED w/ALL FASTENERS, SADDLES,HANGERS,ETC.REQUIRED TO .._...... ....._...._....._. __................_........................_............_....._......_........._.... ........_ .........__......... i , ` ` SECURE 5HEATHING TO DOUBLE TOP EACH OUTRIGGER 1. COMPLETE THE JOB• ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH 5 PROVIDE 2-#5 BARS OVER AND 2-#4 EACH SIDE OF ALL OPENING IN WALLS. BARS ..._....................................................................................................._........._...._........................................................................_.... '^ � � ` � PLATE WITH 817 NAILS ® 3" O/G. -" AND TIGHTENED AGAINST STEEL YASHER5 OR PLATES. JOIST HANGERS AND GONNEGTORS AND 2X6 WALL STUD, SEE HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH BUILDING GORE REGIUIREMENTS AND A5 TO BE I I/2' CLEAR OF AND EXTEND 12 INCHES PAST OPENING. 7/16" OSB WALL SHEATHING YV/ 13/Al.bs FOR STRAPPING PER MANUFACTURER'S SPECIFICATIONS. WHERE FA5TENERS ARE NOT SPECIFICALLY IN l A 6 CONCRETE USED FOR EXTi3RI0R YALKWAY5 AND SLABS SHALL HAVE A MAXIMUM WATER ............................."..........................................................................................................._."_._.................................................."._..-.. 817 NAILS ® b" O/G AT EDGES 2X6 ►NAI-L STUD (ALIGN W/ ALTERNATE TO STRAP: AT ATTIC FLOOR OR SPECIFIED,THEY SHALL BE RRN15HED IN ADEQUATE NUMBER AND SIZE AND SHALL COMPLY AND 12" O/G AT PANELS. STUD BELOW OR USE TWO STRAPS) PROVIDE 2X6 GoLLAR TIE WITH THE 'RECOMMENDED NAILING SGHEDIJLE' AGGOMiPANIYINTG THESE SPECIFICATIONS. TO GEMENT RATIO OF 0.45. W/ 8-1217 NAILS AT EACH RAFTER - L ......I.,..... .... . ... ..­...I. . .-................._............ ..................... .". - ............ PROVIDE THE FOLLOWINI6 CLEARANCES FOR REINFORCING STEEL TO: s BLOCK 7 13. ALL ROOF AND WALL SHEATHING SHALL BE EXTERIOR COX GRADE,EXPOSURE#1 WITH CAST AGAINST SOIL 3' EXTERIOR GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE US. EXPOSED TO WEATHER(FORMED) 11/21 3-1617 NAILS ® 16" 0/c STRAPPING AT ROOF RIDGE ANIS HIPS 8 TYPICAL STRAPPING AT GABLE END ROOF q PRODUCT STANDARD P5-I,AND SHALL BE IDENTIFIED WITH THE APPROH'R1ATE GRADE (TYP AT ALL PLATES TO JOISTS) NOT EXPOSED TO WEATHER 1. 51MP50N L5TA30 AT CORNERS, 3/411=I'-O" 1.05 3/411=I'-O° AI.OS TSE i T AMERICAN PLYWOOD ASSOCIATION.5U6-FLOOR PLYNIOOD TO BE 3/4' WiNDOW5, AND 52"01C, (EVERY OTHER THICK WALL SHEATHING To BE-tn6"THICK AND ROOF SHEATHING TO BE 3/4'THICK. NO 055 8• ALL AORK TO BE PERFORMED IN CONFORMANCE WITH'THE LATEST STANDARDS FOR STUD) AT SECOND FLOOR AND ALSO 4 FOOT MIN SHEATHING AT ATTICS TO BE USED WITHOUT FIRST OBTAINING WRITTEN PERM155ION FROM THE ARCHITECT. PLACEMENT OF CONCRETE AS SET BY THE A.G.I. ; ..................... . ...... .. ................._....._............. ...... ... ....."... .........._.. ......... .. . 14. ALL WOOD POSTS,RESTING ON TOP OF CONCRETE WA115,SHALL HAVE "5IMP50N"OR 9. ALL GONGW=TE OR MASONRY YOWL SHALL BE DONE DURING TEMPERATURES Of 28 ATTIC FLOOR GABLE ENDS TJI FLOOR'JOIST.. I,4 EQUAL P05T BASES THAT DO NOT ALLOW FOR CONTACT BETYEEM COLUMN AND CONCRETE. ]DEGREES F.AND RISING MIN 15. FASTENERS AND HANGER5,ETC.TO BE 'SIMPSON"OR APPROVED EQUAL IN SIZE AND 10.NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. Prepared by: ................................".............................."........... . ............... ................ .................. .. ... .. ... .I. 6 FACE NAILS FROM GAUGES AS REWIRED AND INSTALLED As PER MANUFACTURERS SPECIFICATIONS. If. NO ADDITIVES SHALL BE ALLONED WITHOUT WRITTEN PERMISSION of THIS ARCHITECT. Kelly En lIIeel'li1 KINcG STUD' INTO HEADER " g 14" LSL RIM J015T 16. PROVIDE APPROVED WORD BRIDGING AT WOOD CEILING JOISTS 8'-0'O.G.MAXIMUM 12.PROVIDE ALL SLEEVES AND FOUNDATIONS VENT'S AS I;MOUIRED BY GODS. 4 oCeall Ridge B1Vd"N............... ... .. SPACING. 5ECURE BOTTOM OF BRIDGING AFTER 5UBFLAOR HAS BEEN NAILED. NO METAL G BRIDGING SHALL BE USED. 13.PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETNEEN THE PalYll Coast�. 32137 IMPSON L5TAI5 STRAP W/ 6-I00 NAILS EACH END ROOF BEAM, SEE PLAN P05T, SEE ROOF I....... _. . . . .. .. .......""................_.............................................................................I....... .......... KING 5 FOOTING AND FOUNDATION WALL,AS NOTED ON PLANTS. 386-283-4685 5-1017 NAILS MIN. ONE STRAP AT EACH JACK STUD FRAMING PLAN THROUGH PLYWOOD INTO \_FR0VIVE'T,JI17. WOOD STUD WALLS OR PARTITIONS FjCG1�DiN6 8'-0° IN HEIGHT SHALL HAVE HORIZONTAL 14.PROVIDE WALL REINFORCING A5 INDICATED ON THE STRUCTURAL PLAN. ......... .................__.......... . ........... ........... ................._...I......... .... BLOCKING ® 32 O/G YVALL BRIDGING OR BE ADEQUATELY BRACED AT INTI3LVAL5 NOT EXCEEDING 6'-0'AT THE I/2 WALL STUD (TVP) AT END BAY WHERE JOISTS ARE 15.PROVIDE BITUMEN EXPANSION JOINTS SETY�N SLABS AND FOUNDATION WALLS. =--t-- . PARALLEL TO WALL. SECURE SHEATHING JACK STUD LSTAIB STRAP' VV/ POINT VERTICALLY IN AN,APPROVED MANNER• TO BLOCKING VV/ 817 NAILS ® 3" C�/G) ONE AT SPANS < 6' '1-IOD NAILS EACH END. �•, 18. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS PARTITIONS FIREPLACES � ,Ii�Ld' TWO AT SPANS FROM 6 TO 12 SEE ROOF FRAMING PLAN FOR 16.PROVIDE VEERED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWIN65. '� �'.. "s:..: THREE AT SPANS > 12' NUMBER OF STRAPS REG2'D. CHIMNEYS,SETwi3:lJ FLOORS,FLOORS AND GEILING5,AND ALL OTHER CONGEALED 5PACE5. ,�R` " "O 2X6 WALL STUD UNLESS NOTED OTHERWISE ON PLAN MAKE ALL JOINTS SMOKE TIGHT A5 PER NEY YORK STATE BUILDING CODE. 17.ALL FOUNDATION WALLS,FOOTINGS AND SLAM SURROUNDING 5ASB-ENT AREA SHALL BE �G - 4-r-- . NI I I COATED AITH AGURON GPT-2000 AS PER MANUFACTURERS 5PEGIFICATION5. , #'1. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE . PRACTICE,RECOMMENDATIONS OF MANUFACTURERS AND IN CONFORMANCE WITH THE N.Y.S. 18.GONTRAGTOR TO PROVIDE CYLINDER SAMPLES(3 P13R TRUCK)TO BE 51�1T TOA TESTING ' 1,1 BUILDING CODE, INCLUDING THE FOLLOAING: LAB TO BE BROKEN OPEN AND TESTED AT'1,14 AND 26 DAYS RE5PEGTIVELY. NOTIFY `� ` - - '-' '_' ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT pfd �$�0°"" TYPICAL STRAPPING AT SECOND FLOOR 4 THIS DETAIL APPLIES TO ALL HEADERS A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND AS DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. `°Off. ' 5/4"=1'-O" AI.Os SUPPORTING ROOF RAFTERS ABOVE PER ENCL05M NAILING SCHEDULE. BRACE,PL.UNB AND LEVE.ALL MENDERS AND SECURE WITH xr;zq SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. #7.ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT GOLD JOINTS,UNLESS SHOWN ATTIC, BEAM, SEE PLAN � OTHERA15E OR PERM15510N 15 OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO .. . :w . DETAIL ALSO APPLIES AT ATTIC, FLOOR OF GABLE END YVALL5 B.LAPPED J01575 OR TRUSSES OVER ANY BEARING TO BE SECURED T06ETHBR SECURE PLACEMENT. BUTTED JOIST'S AITH I"WIDE BY IS"METAL STRAPS AND TWO 817 NAILS TO EACH JOIST5. :............................................................................... ............................................................................ .................................... F6.r 20. INTERIOR EASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO MELDED MIRE TYP HEADER DETAIL ® EXTERIOR WALL 5 TYP ROOF ATTIC/ROOF P05T DETAIL 6 Co.PROVIDE 50LID SURFACE AT ALL CORNERS AT LEAST 1-1/4'WIDE, IN BOTH DIRECTIONS, MESH. APPLY FIBERS To MIX AT D05ASE AND IN ACCORDANCE WITH MANUFACTURERS FOR SECURING SUBFLOORI%DRYWALL,ETC. RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE PE-DED Per--- � l NT5 AI.Os NT5 AI.Os WiRF MESH .........................................................................._.................................. ...............................-_............................................. D.PROVIDE 50LID BLOCKING FOR CROM MOLDINGS,CASING,BASETRIM OR OTHER `I � : REQUIRED HOLDDOWN LOCATIONS DESIGNATED MILLWORK AND CARPENTRY AS REQUIRED. STRUCTURAL STEEL NOTES © 2013 AVGA "HD" ON SECOND FLOOR FRAMING PLAN c3 :......... .... ........... ......... ............... .................................................................... .... . . .... . . .... BOTTOM OF FIRST FLOOR STUDS) E.PROVIDE DOUBLE HEADER AS PER FRAMING PLAN AT WATER CLOSET DRAIN SENDS AND I. THE Dl'-aLGM,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL 1718 COPYRIGHT DRAWIIdGS,spFAPICATToxs, AND OTHER DocOhffiNls AT ALL VENT AND MEGHANIGAL OPENIN165 2'OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED CONFORM TO THE AISG "MANUAL OF STEEL GONSTRUGTION',LATEST EDITION. PREPARED BY ANDREW V.GIAMBERTONEANDASSOCLATES,ARCHITECTS P.G SECOND FLOOR EXTERIOR BY ARCHITECT. (AVGA)FOR TIM PROJEC•,ARE INSTRUMLNls OF AVGA. THESE DOCUMENTS 2. MATERIALS: ARE SERVICES FORT HEUSE SOLEY WITH RESPECT To THIS PROJECT.UNLESS DOUBLE STUD WALL, CONTINUE SHEATHING F.ALL SUDS SHALL BE PROVIDED AND SECURED To SUPPORTING NMEMiBER5 IN STRICT STRUCTURAL STEEL A5TM A572,OR 50 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE TO FIRST FLOOR :, . . DOCUMPNIS ARID SHAM RETAIN AMCOMMONLAW,STATUTORY AND OTHER 16D NAIL ® 24 0/0 ACCORDANCE WITH RECOMMENDED NAILING SCHEDULE INCLUDED IN THESE SPECIFICATIONS OR BARS PLATES,AN5LE5,M150 A5TM A56 RESERVED RIGHTS THAT THESB DOCUhIENS SHALL NOT BE USED BY THE DOUBLE STUD 2-1/4"� X 4"LG LAG SCREWS &V NAIL ® b" O/G A5 HEREAFTER NOTED: OWNER, OR OTHERS, ON OTHER PRo SQUARE STEEL. TUBING ASTM A50p GRADE$ JECiS FOR ADDITIONS TO THIS 0 5 50 2 O OWN 0 INTO EACH J015T (16" O/G) 160 NAIL ® 24" O/G AT ALL PANEL EDGES LTS, A5TM A525 PROJECT, OR FOR THE COMPUMON of THIS PROJECT° FOR OTHERS. 0 0 15/32" OSB OR 0)SECURE 50LE PLATES WITH 160 NAILS 16'O.G.THROUGH SUBFL.00RINT6 INTO FRAMING ANCHOR BOLTS ASTM A307 . .... .. ... ................. I. ......_. - ..__.. . ..... _. 0 5/8"Q1 THREADED ROD 0 8D NAILS ® 2" O/G INTO PLATE PLYWOOD SHEATHING MEMBER OR BLOCKING. T 0 0 SIMPSON HDU2 HOLDOYVN MELDING ELECTRODE ASTM E7oXX Plometl B. l� _......._......................._.... .....__ . . .. ..._........._................................... . . (2)PLATES AND BLOCKING TO BE AT LEAST THE SAME WIDTH A5 RELATED STUDS IN SUILDIN:7 GONSTRUGTION AND BE PERFORMED BY Y�EEDERS CERTIFIED 0 SHEATHING 3. ALL NELVIN6 SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING 0 o TO OUTSIDE WALL o o r - V 0 � (3)FRAMING TO COORDINATE WITH THE NORK OF OTHER TRADES. IN ACCORDANIGE WITH AWS STANDARDS. 4. STRUCTURAL STEEL SHALL BE GLEANED IN ACCORDANCE WITH SSPC .... ... . . ............ ............_. .. .. ........ ..... ..... 8D NAIL ® b" O/C (4)PROVIDE SOLID BEARING FOR ALL WIDTH OF FRAMING MEMBERS. SPECIFICATION 5P-3 FOR POYER TOOL GLEANING. APPLY 2 MILS PRIMER. i i�iP. z AT ALL PANEL EDGES HDU2 HOLDOWN YV/2 ARCHITECT TO DETERMINE ARI=AS REGUIRIN6 AND TYPE OF FINISH PAINT. STUDS, SEE PLAN FOR OPENINGS IN UNLESS O MA��ENNTT PROVIDE! FADER AND TRIMMERS AROUND ALL �turctural Notes 817 NAIL ® 12" O/G AT ALL REQ D LOCATIONS 5• PLACE ALL BEAMS WITH GANDER BOWINI6 UP. MEMBERS NOT AT PANEL EDGESr. STRUCTURAL GOMP051TE LUMBER (LVL AND P51.) NOTES SIMP50N GNW COUPLER NUT k� : 6.51,15-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS;NAIL WITH 817 15/32" OSB OR COMMON NAILS 6 O.G.ALONG SUPPORTED EDGES AND 10°O.C.AT INTERMEDIATE SUPPORTS; and Wind Strappin z GYPSUM BOARD BREAK JOINT5 IN ADJACENT COURSES;LOCATE END JOINTS OVER SUPPORTS ANID DRIVE NAILS I LAMINATED VENEER LUMBER SHALL BE "MICRO-LAM"AS MANUFAGTURtD BY TRUE PLYWOOD SHEATHING JOIST MACMILLAN, "G-P LAM"AS MANUFACTURED BY THE GEORGIA PACIFIC . ....... . . . ........ .....__-.. ........................ .... ... ,& .... 9 BLOCKINGli- FLUSH OR SLIGHTLY BELAA SURFACE. TYPICAL IJNDERLAYMENT TO BE 'PLYWOOD LAID IN CORPORATION OR 'GANG-LAM' A5 MANUFACTURED BY THE LOUISIANA PACIFIC 5 55TB ANCHOR BOLT V SUCH MANNER TO AVOID ALI6NIN16 JOINTS WITH SUBFLOOR AND 51MILARLY INSTALLED. CORPORATION. PARALLEL STRAND LIMBER SHALL BE "PARALLAM'AS MANIUFAGTURED as noted OR 5/8"� ADHESIVE ANCHOR YV/ BEWTEEN JOISTS z • : 8" MIN EMBEDMENT H.ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES;TO SUPPORTS; BY TRUS J015T MACMILLAN. PROVIDE LVL'S IN 13/4"AIDTH5 A5 INDICATED ON PLAN. .1 .......I..... .. .................... . ..._... ........................... ..... .._...... .... .... LOCATE END JOINTS OVER SUPPORTS;5TA66M JOINTS;PROVIDE METAL 'H°CLIP AT JOINT'S AT � �`��'�a RJK EXTERIOR INSIDE CORNER OUTSIDE CORNER SIDES OR PANELS WHEN SPACING OF SUPPoRT5 15 GREATER THAN 16" O.G. 2 MINIMUM ALLOWABLE 5TR -55 AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: PLAN VIEW PLAN VIEW FOLLOM: I.FURRING,WHERE REQUIRED TO BE TRUE TO LINE,NOT OVER 16'O.G.AND FASTENED Fb = 2850 P51 Fv-= 285 PSI SECURELY TO 5UPPORTIN55 SURFACE. Fc, = I600 PSI E = 2,000,000 P51 Fal = 750 PSI I Al TYPICAL HOLDOWN DETAILS I SECTION AT OFFSET EXTERIOR WALL K 2 EXTERIOR CORNER WALL FRAMING 3 NT5 AI As NT5 AI.Ds 3/4"=1'-0" RIAs s • 2.1 STONE OR TILE FLOORING 4'2" MUD BASE _ 5/4" PLYWOOD 0 5/I6 x 5V2PL W/ 1/4 MIN WRAP TO OF JOIST - = 0 =i CONT. ONE SIDED FILLET 3/4" CHAMFER EACH PAGE, _ W/ BLDG PAPER y WELD TO T5 COLUMN 6' LAP 2-0 - BEAL EXTERIOR CHAMFERS 6" WATER STOP Jill I A325 BOLTS \ #4 ® 12" 0/0 EACH I NOTE: BEAR BEAM ON TOP OF COLUMN / WAY WHERE INDICATED ON PLAN / SEE PLAN #10 WOOD SCREW X N L R BEAM 51ZE 5 W8-WTO 2X4 KEY WF BEAM, 2 6 21K SEE PLAN R = � � SAM 3 a 31K 11412-WI4 REACTION. BEAR BEAM � SEE WALL SECTION ANDREW Vill 4 12 42K WI6 ON TOP OF COLUMN WHERE (PROVIDE AT 40' 0/C MAX OF STRAIGHT WALL RUN FOR BARS IN FOOTING NO REACTION 5HOWN AND OR AT BREAKS IN WALL POUR OR AS NOTED ON PLAN) 3' CLR. \-5/4"± NON SHRINK GROUT 5 15 55K WI8 BEAM LINE EXTENDS OVER 6 DEEP X 10 WIDE BEAM 6 18 65K W21-W24 COLUMN ON PLAN. GIAMBERTONE POCKET (U.O.N), GROUT 50LID AFTER BEAM IS INSTALLED & ASSOCIATES *ARCHITECTS ° TYPICAL BEAM POCKET DETAIL 12 BEAM TO COLUMN DETAIL '00I5 FOUNDATION WALL JOINT DETAILS 14 TYPICAL STEP FOOTING DETAIL 15 DETAIL @ MUD BA5E I6 SECTION MASONRY FIREPLACE 17 3/4"=l'-O" Al.ls 3/4"=l'-O" Al.l s 5/4"=1'-O" Al.ls 3/4"=1'-O" Ali s 5/411=11-ollAl.ls Seven Main Street, Suite A Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 5HEATHING CONTINUOUS GiambertoneArchitects.com TO DOUBLE SILL PLATE. 2-2X6 AGO PLATE SECURE YV/2 ROWS 812 W/ 5/8"lP ANCHOR NAILS ® 4" O/C BOLTS ® 2'-8" OIG FIRST FLOOR FINISH Exclusive Arcbitects for -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'C Kean Development Co. : ® DATUM P.L.O'-0' SHEATHING CONTINUOUS 6" STEWALL BEYOND #4 ® 16" O/C' p #4 BAR(TYPICAL) 2-2X6 ACG PLATE TO DOUBLE 5CLL PLATE. \ SECURE W/2 ROWS 80 W/ %",P ANCHOR BETWEEN GARAGE DOORS NAILS ® 4 OIG BOLTS ® 2'-W .0/0 .31 _ g.. .................... . .............. .......... ......._._............. ... ... ..................... ... �D #Q ® 18" O/G #4 X 6' LG ® 10" O/G C �, t. • — #4 ® 12 O/G #4 ® 18° O/G I I p 1 #4 GOVT. BAR #4 ® i8 O/C I IJJI --- #4 ® 18 O/C —IIIII— #4 CONT. BAR #4 ® 120 0/0 =IIIIIIIIII EACH WAY 11111=1I� ® a" 010 _ Private #4 CONT. BAR I�—IIIII #4 ® 12" 0/CI I I • ILII=1 I -IIIII= -IIIII- 2-#4 CONT. Residence IIIII—IIIII #4 DOWEL ® 12 O/G #4 DOWEL ® 12" O/C TOP BARS # #4 DOYgEL ® 12" 0/G #4 ® 12" O/G =IIIII= • EXISTING FILL r # 4 DOWEL 2-#4 GOVT. 2-#4 CONT. ® 12" O/G 2-#4 GONT. #4 CONT. BAR TOP BARS #4 CONT. BAR TOP BARS EXISTING FILL EXISTING FILL TOP BARS 12400 New Suffolk Ave. 2-#4 VERT BARS z EXISTING FILL z ® STEMWALL i EXISTING FILL EXISTING FILL EXISTING FILL z ++ #4 DOWEL ® 12" 010-1CLttCllo e, 1V 1 5�� loll O '511lollO 5" 10" 6.. 8.. 1�l 1 10 0 2X4 KEY 2X4 KEY 2X4 KEY I � 5" 10" .�� R�..�: 10 102X4 KEY 13-0021, _ = 2X4 KEY ..................................... ...... .. ... ......................................................................................................... 2X4 KEY 06.09.2014 Issued for Permit =IIIII 2-#5 BARS, IIIII=111 J 2-#5 BAR5, _ =I I I J 2-#5 BARS, _ ... IIIII= 11811=1111.1 2-#5 BARS, o O " 5" GLR TO SOIL -IIIII 3.. GLR TO 501E -IIIII 3.. GLR TO 501E • —IIIII= 3.. GLR TO SOIL I-8 I-8 I-8 1,_a l ................................................................................ i_I I I I I I 2-#5 BARS, 11111= ................ .............................._................................................................ .... ............ . . . 3 GLR TO 501E — IIIIIII� 2-#5 BARS, . _................................ _. . ... 5" GLR TO 501L 2'-O" .............. ................ .... ....................................................................................................................................................................... ............. : ...................... -.... ................. ..............................................................................:.............................. ... ... : SECTION 6 SECTION 7 5EGTION 8 5EGTION q 5EGTION l0 SECTION @ GARAGE SLAB II Alis Al.is 5/4"='I'-O" Al.ls 5/4"=1'-O" Al.ls — ._.._............................................... 5/411= O Alk ................................................. ................... . ......._: ........................_......................................................_................ ............................................................._............. .. _. ...................................................:._.................................,........................................,.,................................................................... ................................. ........._.................._._._........_. __.. ........................._.._..._..._........_._....__..._.................._._.................. ... ................................................ ....... 2-2X6 AGQ PLATE .............. .. . .._.... .. ... ................. ........ PROVIDE 14' TJI BLOCKING ® 4' 010 W/ 5/8"0 ANCHOR PROVIDE STRAPPING AT END BAY WHERE JOISTS RUN 5HEATHING CONTINUOUS 5HEATHING CONTINUOUS ..............._..............._........................... .. ..._..........__...... ..................._.........................._..................... BOLTS ® 2'-8" O/G _......................................................................:'....................................................._.......... PER 4/AI.15 IF SHEATHING PARRALEL TO WALL (DETAIL IA) TO DOUBLE SILL PLATE. TO DOUBLE SILL PLATE. TJI BLOCKING BETWEEN 15 NOT CONTINUOUS = 5EGURE W/2 ROWS 80 #4 CONT. BAR SECURE YV 2 ROWS SD JOISTS OVER BEAM Prepared by: T.O.FIRST FLOOR FINISH cn NAILS ® 4" OIC NAILS ® 4" O/G ........... .......... ........................... ... ... .. ......_. . ...... A DATUM EL.0'-0' — — — — g .... .......... .................. b - - Kelly Engi - - _ nee M n 5HEATHING CONTINUOUS 4 Ocean Ridge B1yd N TO DOUBLE SILL PLATE. 2-2X6 AGQ PLATE SECURE ESI ROWS 80 I„V 5j8��� ANCHOR _...... ... . ...... _ ; Palm Coast FL 32137 NAILS ® 4" O/G ' BOLTS ® 2'-8" O/G 4 386-283-4685 III IIIIIII� „ Yz BOLTS ® I6 d� M #4 ® IS OIG 14" 1 JOIST W/ ITS O/C STAGGERED GRADE 2-2X6 AGQ PLATE W/ 5/8'� 14 1 JOIST \-2-2X6 AGO PLATE W/5/8 0 ANCHOR BOLTS ® 2'-8" OIG #4 ® 9" O/G J015T HANGER _ ANCHOR BOLT ® 4' 0/G IIIII=-I I II 2-#4 CONT. TOP BARS #4 GOVT. BAR _ 6.. II — II #4 DOWEL ® 12" OIG # „IIIII= #4 ® a O/G, I I � ..s `16 DO NOT BACKFILL #4 ®a8O0/G EACH WAY #4 BAR WF, SEE PLAN—/ BASEMENT WALL5 UNTIL EXISTING FILL �SSi� � #4 ® 12" OIG THE FIRST FLOOR #4 CONT. BAR FRAMING 15 CONSTRUCTED HORIZONTAL #4 DOWEL ® 18" O/C #4 DOWEL ® 12" 0/0---/ #4 ® 12" OIG EXISTING FILL VERTICAL I I or �......................... ........eit .............. coy1nt: © 2013 AVGA PREPARED BY ANDREW V.GIAMBERTTONBANDASSOCIAEMICATIONS, 00 OT A DOCUMENTS AV FOR THIS PRO TTH P.0 (AVGA) JHCf,ARS INSTRUMENTS OF AVGA. THESE DOCUMSN'I5 T5 COLUMN, SEE PLAN ARE SERVICES FORT HE USE SOLELY WrTH RESFECrTO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMEATrS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE PREMOLDED JOINT FILLER I I OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDMONS TO THIS PROJECT, OR FOR THS COMPLBTTON OF THIS PROJECT FOR OTHERS, II ....................................... BASE PL 5"XI/2"X9" (P-I) #4 DOWEL ® 18" O/G • DO ® O G � DOWEL ® 18" O/G I I (2) I/2"� A-30'1 ANCHOR �O� B�: 4 SLAB ON GRADE ® EL. -5'-5V2" 4 SLAB ON GRADE ® EL. -8-�'2 4 SLAB ON GRADE ® EL. -5'-5V2" 4" SLAB ON GRADE ® EL. -8'-�2° BASE PL 6X3/4'XIO" (P-2,3) W/ WWF 6/6-WI.4XWI.4 ON 6 MIL W/WWF 6/6-WI.4XWIA ON 6 MIL W/ WWF 6/6-WIAXWIA ON 6 MIL W/ WWF 616-WI.4XWI.4 ON 6 MIL ON 5/4"t NON SHRINK GROUT I I OR EXPANSION BOLTS 7 10 7 10 10 + I/4" LEVELING PL 7" 10" VAPOR BARRIER OVER 5" GRAVEL VAPOR BARRIER OVER 5 GRAVEL VAPOR BARRIER OVER 5 GRAVEL VAPOR BARRIER OVER 5 GRAVEL EL. -13'-Og/4" N.ONJ 4" SLAB ON GRADE I I 2X4 KEY W 2X4 KEY W 2X4 KEY W ......................... ............. ... I I N... . WATERSTOP WATER5TOP0 F7 WATErZSTOP — 2X4 KEY I title: :o .. __ ... ... .. Sections an Details d _ �IIIIIIEI��� 4 oIIIIIIIIIII�� 4 ��� 111111� = IIIIIIIIIIo^ n a 11111-Illlia Q _ _ - 4 - . —IIIII_ - 2" SAND CUSHION LU OVER FOOTING IIIII—IIIII 2-#5 BARS, : as noted --I I� Ilk 2-#5 BARS, —I1 I�1I 2-#5 BARS, 2-#5 BARS, —IIIII= — — _ 5" GLR TO 501L —IIIII= 5" GLR TO 501L —IIIII= 5" GLR TO 501L 5" GLR TO 501L 2'-O" 2'-O" 2'-O" 1 —IIIII #5 ® 12" OIG EACH WAY _. .. .. . ......._J.... . IIIII= (3" CLEAR TO 501L) drarvivri: R K 5'-0" X 5'-0" ® F-5 4'-0" X 4'-0" ® F-4 3'-0" X 5'-0" ® F-5 SECTION _ 1 IA SECTION 2 SECTION 3 5ECTION @ ELEVATOR 4 TYPICAL INTERIOR P05T/FOOTING 5 A1 . 1- s 3/4"=1'-O" Al.ls Al.ls 5/4"=1'-O" Ails 5/4"=1'-oil Al.ls Al.ls 5/4 =1 O Alts BB — ———— — — —————— ———— — —— — ———— ----- -- - --- r ——— — — � 3-2X12 3-2X123-2X12 1 ANDREW V. I P-66 P-66 P-66 P-66 , GIAMBERTONE I UPP� T T UUPOST PORCH UP 52'-0" X 12'-b" I — VC. ASSOCIATIT S ------ ---- -------- -------- - - --- - ------ CO L------ - -- - -- -� H-2 5.25" XII I/4" ML x U X X _- 3_2X10 DROPPED -- -- 5�_�I/�ML ITECTS 211 R T P-66 Tr m (4 P-66 I P-66 P-66 IHUC68 HANGER 4-2X6CO a<o P05T � 1 I Seven Main Street, Suite A DJ-12 H-4 , H-2 I I DROPPEDIBEAM L Cold Spring Harbor, NY 11724 m 35 X 14" ML FLUSH _ SUNROOM I POST / ," X 14" ML FLUSH UP T HD H P05T 20a / �Oa P05T HD J P:631.367.0050 F:631.367.6636 / UP FJ-20 FJ- AST AREA I Giamb ertoneArchitects.com H�6 R uo 35" X II 1/40 RI LFL- ) I FJ-21 H-2 HD m _ POST I 5840# DRAIN DRAIN 5 1/4" X 5 1/4" UP HANGER - CABANA BATH HUG48 HANGER PSL P05T Exclusive Architects for 117 m Kean Development Co. ' - H-2 5.25" X 14" ML FLUSH ............................................................... ............................................. .......................................... ...................... ................ 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I / � I _ H-I ...................... .................... 15.25" X 140 ML FLUSH Prepared by: P05T UP 35" X 14" ML FLUSH • • Kelly__Engineering Ocean Ridge Blvd_N . .... ... ....... Palm Coast FL 32137 - - J m ........................................................................................ ..... ....._. ................................................................................. z . ;..,.386.-283-4685 UP 14" ML FLUSH 209 SECOND FLOOR FRAMIN6 PLAN AJ� I GARAGE SCALE: 1/4" = I'-O" 5HOAN OVER FIR5T FLOOR PLAN 0 I FJ-22 NOTES: HEADER 5GHEDULE: ST SECTION T EXT s FOR STRAPPING AT EXTt=WOR FEADi:RS �aStO� MARK HEADER 51ZE P05T 51ZE (EACH END) TOP OF 2ND FLOOR JOISTS AT EL. 11-2%" APA PORTAL, I m H-1 2-2xb DROPPED I JACK + I KIN& STUD y' ; ..............._......................................................................_....................................................................................._....._.................. SEE DETAIL/ DO NOT SCALE THI5 DRAWING, SEE ARCHITECTURAL PRAAING5 FOR ALL ( JACK + I KING STUD t 4 u :_ _ __ _ DIMENSION,ELEVATIONS,AND APPLICABLE DETAIL5 H-2 - DROFFML BEAMS MAY BE CONSTRUCTED AS MULTI PLY 1 3/4" WIDE ML'S OR POWER BEAMSH-3 35" X'1 ° PB DROPPED I JACK + I KING STUD H-4 �5"1 SV2u PB DROPPID I JACK + I KING STUDO Per-m—it EXTEND HEADER SEE DRAWING AI.Os FOR STRAPPING +FRAMINS NOTES AND ALIS FOR DETAILS H-5 25 P8 DROPPED I JACK + I KING STUD .......................................................................................... ....... ............................ ..._..... ........... .. TO END STUD HATCHED AREAS HAVE BEEN DES16NED FOR TILE FLOORING WITH A MUD BASE. FJ-21 AREAS THAT HAVE BEEN DE516NED FOR STONE OR MARBLE HAVE BEEN DE516NATED H{' 525° X I IS/g" PB DROPPED 2 JACK + I KING STi1D op rih�.: © 2013 AVGA ON PLAN. DO NOT INSTALL MARBLE OR STONE ON FRAMING NOT SPECIFICALLY H-7 525° X 14" PB DROPPED 2 JACK + I KING STUD . ....................... ... DESIGNED TO SUPPORT IT. H-8 525" X 16" PB DROPPED 2 JACK + I KIN&5TJO H-I H-I H-I HD PROVIDE SIMP50N HOU2 HOLDOWN Al 5/5"0 BOLT INTO FOUNDATION AT DOUBLE STUD THE COPYRIGHT DRAWINGS,SPE(MCATIONS, AND OTTER DOCUMENTS HD E�ID POST LOCATIONS INDICATED "HO" ON PLAN,SEE DETAIL I/AI.Os PREPARED TI ANDREW v cIAMBI LIMEN S OF AVGA. TS,ARCDocu S,Prm (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESFF.CTTO THIS PROJECT.UNLESS OnMWM PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THM CONTRACTOR TO COORDINATE JOIST LOCATIONS WITH LI&HTING AND PLUMBING FIXTURES. P05T 50HEDULE: DOCUMENTS Arra SHALL RETAIN AMCOMMONTAW,STATUTORY AND OTHER PLUMBING FIXTURES W/DRAINS ABOVE ARE SHOWN ON PLAN. LOCATE JOISTS TO ALLOW RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE FOR DRAIN INSTALLATION. ANY SINGLE JOIST MAY BE MOVED UP TO 4" FROM SPACING MARK POST SIZE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDTiTOO TO THIS JEcr, OR FOR THE COMPLBYTON OF THIS PROJECT FOR O'IT1EftS. INDICATED ON 5GHEDULE TO AOCOMMONDATE LI&HTIN& AND PLUMBING. ® DOUBLE STUD NNLESS NOTED OTHERWISF� _..............................._...... .......... P-66 6X6 ACO POST,SIE: DETAIL 12/AI.Os FSO ` B� J015T 5GHEDULE: MARK J015T SIZE FJ-20 14" 5CI-50009 FLOOR J015T® 16" O/C �i . ` FJ-21' 14" 801-609 FLOOR JOIST® 16" O/G FJ-22 14" BCI-a0s FLOOR.101ST 0 16" 0/0 Second Floor FJ-23 14" 861-0109 FLOOR J015T® 12" 0/0 DJ-8 2x8 DECK JOIST (RIPPED TO 5 01/I6" MIW ® Ib° O/G FramingPlan DJ-12 1 3/4" X II 1/4" LVL DECK JOIST(RIPPED TO 8'1/160 MIN) ® ib" O/G GJ-8 2X8 CEILING J015T® 160 0/0 ....... .. ..... .............. .................... . scale: 1/411 = 1'-0.. .................................................. .. F:� a. .> R K A1 . 3s 7 .s I r——— --- --—------ 10 -----10 A.s ANDREW V. ALIS I r— --- -----, ( L-- --------- GIAMBERTONE --- ---------- ------1----- -- ------I I - I A-5 & ASSOCIATES _ I I ____ ______ A.Is A�s j I I i I A°5 I I I I I r-------- 1 ARCHITECTS --- -----J --------i I ALIS 6 REINFORCED SLAB r------ ------------L--- -- ------ I OVER I I--- 10 I I SIM I r— ----------, �---- ------------------- ---- -----------� Seven Maul Street, Suite A I I i 25 I I b RE,NFo,�ED 5u>B I I Cold Spring Harbor, NY 11724 I I 2 I I I ( i L ____ _______________., ALIS OVER EXISTING FILL I I P:631.367.0050 F:631.367.6636 IL------------ -------- -----------------------------------� I I II L -- ----- ---------- i y FJ-10 . L---- BSI ———— ————————————— ----- ------____-- 'N --- I I I GiambertoneArchitects.com — -t I , I AII..15 I I FJ-11 X / FJ-10 —_————J i Exclusive Architects for ALIS I I X N SEE I6/Al.ls I Kean Development Co. , � a_ 1 L m 3800# L---- —— ............................................................................................... . . ............................ .. ——— ———— �HAN6ER FJ-13 � I 'i" XOI4" ML FLUSH 3.5" X 14° ML FLUSH I 1 P05TX r- ,,:,, I p: : IA 0 s I 1 17 U_ Al.ls I I FJ-12 , Private I I 1 = I I I I I x I I/ FJ-12 1\P-1 `t I � F ResidenceF 335" X 14" ML FLU5H I FJ-11 I I - - - - - - 12400 New Suffolk Ave. I I n I 35" X 14" ML FLUSH I I FJ-10 I X ' I Cutchogue, NY � ° ° I I I I F-4 I� JVI4 X 26 I P-I W14 X 22 1 - _ 35 X 14 ML FLUSH I ............................. ----i i---�Po�— —, I04 1 Iq 105 I 15 �, r—J I iobil'1 " D 1` a A1.Is 3.5" X 140 ML FLUSH ( I 35" X 14" ML FLUSFf I P-1 P-1 I I P-1 i F-4 F-4 FJ-11 _ . ........................._._ 5M 16/Al-Is L_ __J L F-5 I > I FJ-10 F-4 -------- I FJ-1 I i I i 06.09.2014 Issued for Permit xo rj 4 I ___ I I I _ .. ... ..... ... . .... ... . ..... . .................. .................................. ..., DOUBLE 2X PLATE ON BEAM x O FJ-10 ALISAl.ls ................... . . ..... . .. .. ......._...... ......_... � — I 8" RONF SLAB I 35" X 14" ML FLUSH xp ` FJ-10 I 1 _......._.........._..................................................... ..... ...... ._... ................... _..... . m POST I x � UP I I DFZAix I I-2X6 SILL PLATE AT L———J FJ-1 DROPPED FLOOR I FJ-10 [-1)¢"] FJ-11 I-2X6 SILL PLATE AT I 1 I DROPPED FLOOR 1-1 35" X14° ML FLUSH --------- ----- --- �I I _ I . .............................. ......... ...... .................................... .. .. 1 SINGLE 2X PLATE ON BEAM / I LX — FJ-10 ——————————— — - 2 `-t OPEN ' r — I u1 ,n 1 s 1 o N I m m I 35" X 14" ML FLUSH .......................................... ..................... .................................. t�5°XI4"ML � `` �/ / b'REINFORCED SLAB I I 1T I I ...................................................... ....................................._......._................._......_..................._.._...........__ OVER EXISTING FILL I ALIS I� FORGED SLAB 6 L———————— \ —— j - ........ ... ..............................._....... a.s ALIS TI I� 1 — —— - I ............... n ... — FJ 11 I • .. ._.......................... ...................................... .... ...... . .. .. . .._.. 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I I IIII I I 's : .386.-283-4685 j I I I 11 FIRST FLOOR FRAMIN& PLAN I I I I I I I I 50ALE: 1/4" = 1'-0" SHOWN OVER BASEMENT PLAN AR 87t> a I I 1111 I I �'�sto� I 11 IIII I ALis IIII i NOTES: J015T 5GHEDULE: I I I I ( I I I I TOP OF IST FLOOR JOISTS AT EL. -O'-IVs" UNLE55 NOTED OTHE PA15E MARK JOIST SIZE o rPerm�BPI DENOTES 6'X10" BEAM POCKET, " SEE 12/Al.ls FJ-10 14 WI-5000s FLOOR J015T� 16 O/G _.........................._............................... ..................... ................................................................................._................ I DO NOT SCALE THIS DRAWING,SEE ARCHITECTURAL DRAWIN65 FOR ALL FJ-II 14" WI-60s FLOOR J015T® 16" O/Gp � . � + DIMENSION,ELEVATIONS,AND APPLICABLE DETAILS FJ-12 14" BCI-0103 FLOOR JOIST® 16" 0/0 © 2013 AVGA . .... ..... ... I I ( I SEE DRAWING AI.Os FOR STRAPPIN6 + FRAMING NOTES AND AI.Is FOR DETAILS FJ-i3 14" BCI-0105 FLOOR J015T® 12" O/G THE coPYRTGHT DRAWINGS,SPECIFICATIONS, AND o1}iFR DOCUMENTS ---� I i l 1 TOP OF STEEL 5EAM5 AT EL. -1'-5",UNLE55 NOTED. [t ] FROM THAT EL. ON PLAN FJ-14 2x8 DROPPED FLOOR J015T® 16" O/G PREPAY o BY ANDREW V. IAsrER�`s AND AVGA. ES,AR H is ARE SERVICES PORT HE USB SOLELY WITH RESPECT TO THIS PROJECT.UNLESS _ — I PB BEAMS TO BE FLUSHED FRAMED UNLESS NOTED DROPPED AS A HEADER OTMWISH PROVIIIED, AVGA SHALL BE DEENM TIM AUTHOR of THESE I PB BEAMS MAY BE CONSTRUCTED A5 POWER BEAMS OR MULTI PLY 1 $/4° WIDE ML'S ��G�HA �-I� N�R�� I P05T 50HEDULE: SHAM L——————————————————— J HATCHED AREAS HAVE BEEN DESIGNED FOR TILE,STONE,OR MARBLE FLOORING WITH OWNER, —————— A MUD BASE. DO NOT INSTALL MARBLE OR STONE ON FRAMING NOT SPECIFICALLY MARK POST SIZE PROI= OR 0FOR , ON OTHER PROJECTS FOR ADDITIONS O THIS PROJBCT, OR FOR THE COMPLETION OF THIS PROJECT' FOR OTHERS. D 6 TO SUPPORT IT. P-1 T'S4X4XI/4 STEEL TUBE COLUMN PlomeJ By ..®.. 8 APPLY IX2 5RID61N6 TO UNDER51DE OF JOISTS ® 410/G WHERE SHIE:TROGK 15 P-2 -f54X4x3/8 STEL TUBE COLUMN Filo s SIM NOT PROVIDED AT THE BOTTOM OF JOIST. ........... . ... .._. ..... ... ..... P-3 T55X5XI/4 STEEL TUBE COLUMN CONTRACTOR TO COORDINATE JOIST LOCATIONS WITH PLUMBING FIXTURES. PLUMBIN6 P-4 T55X5X5/I6 STEEL TUBE COLUMN FIXTURES W/DRAINS ABOVE ARE SHOWN ON PLAN. LOCATE J015T5 TO ALLOW FOR DRAIN INSTALLATION. ANY SINGLE JOIST MAY BE MOVED UP TO 4" FROM SPACING INDICATED ON SCHEDULE TO ACGOMMONDATE PLUMBING. FOOTING : 0=50OOP5F,5EE SECTION 6/AI.ls FOR TYPICAL DETAIL First Floor SCHEDULE: MARK FOOTING 51ZE(°W"X"L°X"T") REINF BARS(E.W) CAPACITY(KIPS) FraminorPlan F-3 3'O" X 3'0" X 14" 3-#5 24 . . . ... .. . ...... .. ...... ..... .. ...... .... . F-4 4'O" X 4'O" X 16" 4-#5 44 scale: 1/4° = 1'-0° F-5 5'O" x 510" x 18° 5-#5 #1 ..................... . .. ... ....... ....... ....... ............................ ............ . ..... .... . .......... 1. aw �: RJK A1 . 2s ) , z BB ANDREW V. GIAMBERTONE 1 & ASSOCIATES *ARCHITECTS I Seven Main Street, Suite A GUEST RM. Cold Spring Harbor, NY 11724 MA5TER TERRp`GE P:631.367.0050 F:631.367.6636 TOMAGE H-5 H-3 H-2 H-2 H-3 GiambertoneArchitects.com 309 308 8 - 5-2X6� I Exclusive Architects for a I 2-2x12 FLUSH C Kean Development Co. C - .. ....................................................................................... ............._.................................................................................. = I B2066b I I BATH#2 I CANTILEVER q.........._.. 2o7b AJ-12 p: et: I I I N I KID'S 2BEDRooM#I KID'S 28EDROOM#2 &VEST 2BEDROOM#I Q O I • Q I I Private ACJ-6Ix Q Residence I m I I MASTER BEDROOM I I -T 12400 New Suffolk Ave. H-2 I I Cutcho e NY I I I I I I I I I I I I I I O 2oac \\ 1 525 X 14 ML HEADER— \ I I I I I I I I F ...... ....... ............................ H-2 3-2X12 1 '� rtt...................................................._......................................_................ ........ iMD \ •1 EXTEND HEADER n G 2200# �, TO END WALL /— HANGER / \ 13-002 I AJ-12 1..................... ......... . ...... .... .........._............._.. ........._._... .._ ........................._....................... N UPPER,HALL a ZOI N HALL GUEST BATH#1 m rci 208ssued for Peanit MAS�ATH "1800# , — 2-2x12 FLUSH HANGER riML ....................6400# 3-2X6 Q ._ : 2-- HANGER " P05T = c ........ x \ 55"X 11 I/4'ML FLUSH 525' X If I/4" ML FLUSH 525 X 14 ML UPSET 35" XII I/4' M LUSH 303 302 n �— — — — — — — 300 J X X 30 (V - - - - HALL — — — — — \ / OD tl7 � � - - - - - I i 20 H-3 H-2 W.I.G. — — — — — 203 2-2X12 — — — — — ..........._..................... .........._ _ ... _ ....... - - - - - H-2 `2 FLUSH — — — — — — — — — — H-I H- LT H-I POST a Q POST H-2 0 / I ........................ .................... ................ ........................... .... ........_....................................— — — — — UP � UP - - - - - - m \ OPEN TO ROOF / i .........._..................................... .........._.......... ......_.................... ................_..... . ..............._......_.... FRAMINGABOVE, _................................... ................................................................................... .........................._... SEE ARCHITECTURAL u� DRAWING L CJ-8 I�� w ........... .. . .......... ................................ ... ..................... ... .. .. A GUEST BEDROOM#2' x ..................................................... ZII p z( I I I I I rp _._..........................._............................_........................._................__......................................_............................._......_.._............ .......... �IIn X . ........... ...... . Ck LI) In Z) I I CJ-8 I I I I ILU 6UL-5T #3 I 213 i I _ ift .................................. ....._.......... LU I I I H-2 Prepared .................................... Kelly Engineering I 4 Ocean dge Blvd N Palm Coast FL 32137 ........ .: 386-283-4685 ........... . ... .... ............ ....... I -r1T BATH 02 F-214--j I I� I � -- - I � ...................................................................................................... GUEST BEDROOM#4 I� I or Perml Y CJ-8 �I copyright: © 2013 AVGA ............... THE COFMGHr DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMEIM PREPARED BY ANDREW V.GLqnERTONE AND ASSOCIATES,ARCIM (AVGA)FOR THIS PROJECT,ARE RMUMENTS OF AVGA. THESE DOCU IB M ARE SERVICES FOR T HE USE SOLELY Wrm RESPECT TO THIS PROJECT.UNLESS OTFILRWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF TIM DOCUMENTS MM SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER ATTIC. FRAMIN& PLAN RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE OM BY THS OWNER, OR OTHERS, ON OTIT�I PROJECTS FOR ADDITIONS TO THIS H-2 PROJECT, OR FOR THE COMPLETION OF THIS PRO JECT FOR OTHERS SCALE: 1/4" = I'-O" 5HOWN OVER SECOND FLOOR PLAN Plfed: Br. F>7a NOTES: HEADER SCHEDULE: SEE 5ECTION 5/A1.05 FOR 5TRAPPIN&AT EXTERIOR HEADERS DO T SCALE THIS DRAWING,SEE ARCHITECTURAL DRAWINGS FOR ALL MARK HEADER SIZE POST SIZE (EACH END) DIMENSION, ELEVATIONS,AND APPLICABLE DETAILS H-I 2-2x6 DROPPED I JACK + I KING STUD t e: SEE DRAWING AI.Os FOR 5TRAPPIN& + FRAMING NOTES AND A1.I5 FOR DETAILS H-2 2-2x8 DROPPED I JACK + I KIN& STUD • ML BEAMS MAY BE CONSTRUCTED AS MULTI PLY 13/4 WIDE ML'S OR POWER BEAMS H-3 35" X'14" PB DROPPED I JACK + I KIN&STUD Attic Floor CONTRACTOR TO COORDINATE JOIST LOCATIONS WITH LI&HTIN& AND PLUMBIN& H-4' 35" X 912" PB DROPPED I JACK + I KING STUD • PLAN H-5 5.25" X 912" PB DROPPED I JACK + I KING 5TUIP Franun2rPl.........an .. 5EE SECTION 6/51+3 FOR �_ J015T SCHEDULE: P05T 5GHEDULE: STRAPPINS AT ATTIC,POSTS Scam.: 1/4" = 1'-0" RK .101ST SIZE MARK POST SIZE .. .................................... ..... .... . ... ...... ........... ..... ...... .............. ...... .... .... AJ-12 2X12 ATTIC J015T® I6" O/C ® DOUBLE STUD (UNLESS NOTED OTHERWISE GJ-8 2X8 CEILING JOIST® 16" OIC C.1-6 2X6 GEILIN& JOIST® 16" O/C • s x 07 BB ANDREW V. 00 GIAMBERTONE 2-2X12 2-2X12 & ASSOCIATES I _ - - °ARCHITECTS 00x � N � � (V I Seven Main Street, Suite A fold Spring Harbor, NY 11724 \III ° �_"-' - P:631.367.0050 F:631.367.6636 In 12 ( I �` RR1 . RR12 � � J� / RR12 . I�� II I RR12 � I / I m �e" GiambertoneArchitects.com _ _ I III �,, I II II I I L–I X Exclusive Architects for III III n N N III III Kean Development Co. 0, _ II II 4 N ....................................... .........................................................._..............._. Cq .- W In M I ° ° ° o Project: LU m 2-2x12 ' RR I I II / / III ,y Private III / In I I RR12 I II I II • 1 3/4" X II '1/8° ML RIDE)= D I II RR12 Residence I I CO I - I I I II = - - - 12400 New Suffolk Ave. ry+\rye — I / I II I II 'II II II II II II II II II II II II _ __ �J 'O - - Cutchogue, NY I IL 1L 1L 1� II II II II II II I II -� TIL— IL 1L -LL 2X12 a LU 113 — �— _ — N fob "�,.� e , in �— — — -` ►' —7 L Ck 13-002 .. .......................... 01.�te. 06.09.2014 Issued for Permit R8 ..................... ...................................................... ............ .. ...... ........................ . 00 ....................................... ...................................... D RA RAFTER 00 ...... ..................... .. ...._......... ... .. .._......._..................... ......._........ 1 / x ............. .......... .. ..... . .. 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N _ DOUBLE RAFTER I I RR10 X n RR10 X m N I m n RR8 N ............................................................................... ......................... ............................. RR8 L I RR10n ............. ....... ................ ............................ ........ ........... . ... ............................. ............ . . .... DOUBLE RAFTER ......._.......................................y...............__......._..._....................................................... — — Prepared by: .......... ....................I............_..... RR10 I °25° Kelly Engineering 4 Ocean Ridge Blvd_N... ......................... ....... . Palm Coast FL 32137 (V .. .. ........ ......_.................................................. ...... .............._.........................................RR10 < .... ........ .............................................. ...... RR10 386-283-4685 L� ri X I � ? , DOUBLE RAFTER al RR10 RR10 897 4 IN ..........................................._....................................._............... I _ DOUBLE RAFTER � For . : X ImPerml ROOFFRAMING PLAN ................ RR10 RR10 ................................................................................................................................... ................. . ... r copyright:Tright: X © 2013 AVGA ....... ................ .............................. ........... ....................... ............. ....... .. . N I SCALE: I/4" = I'-O" SHOWN OYER ATTIC, FLOOR PLAN THE COPYRIGFII DRAWINGs,SPE(�ICATTONS, AND oTfiER Doc[IMF�rIs PREPARED BY ANDREW V.GIAMBBRTONE AND ASSOCIATES ARCHITECTS P.0 L (AVGA)FOR THIS PROJECT ARE DMUMENIS OF AVGA. THESE DOCUMENTS _ ARE SERVICES FORT HE USE SOLELY WITH RESPECrTO TIM PROJECT:UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE NOTEj: PROVIDE H25A CLIP AT BASE DOCUMENTS AND SHALL RETAIN ALLCOMMONLAW,STATUTORY AND OTHER RAFTER 5GHEDULE: OF ALL RAFTERS,SEE II/51.3 RESERVED RIGHTS THAT THESE DOCUMENn SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS DO NOT SCALE THI5 DRAWING,SEE ARCHITECTURAL DRAWIN&5 FOR ALL MARK RAFTER SIZE PROJECP, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. DIMENSION,ELEVATIONS,AND APPLICABLE DETAILS RR12 2X12 ROOF RAFTER® 16" 0/C, Pio> .. E� SEE DRAWING AI.Os FOR STRAPPING + FRAMING NOTES AND AI.Is FOR DETAILS RRIO 2XIO ROOF RAFTER® 16 O/C Filo ALL BEAM5 TO BE FLUSHED FRAMED UNLE55 NOTED DROPPED ON PLAN RR210 2-2X10 ROOF RAFTERS ® 16" OIC _...... .... _....... . . PB BEAMS MAY BE CONSTRUCTED A5 POWER BEAMS OR MULTI PLY 1 3/4" WIDE ML'S �6 2X6 ROOF RAFTER® 16" OIC, PROVIDE 2X6 ON FLAT NAILED TO LOW ROOF SHEATHING AT FALSE VALLE=YS FLO 2X82 ROOF.1015T® 16" O/C POSTS SUPPORTIN6 ROOF BEAMS TO AL16N WITH POSTS UP SHOKN ON ATTIC t e: FRAMING PLAN DRAWING AlAs. SEE SECTION 6/A1 G's FOR "X"S INDICATES "X" NUMBER of LSTAI6 STRAP W/7-IOD NAILS EACH END AT POST SCHEDULE: STRAPPING AT ATTIC P05T5 Roof TOP AND BOTTOM OF POSTS SUPPORTING ROOF BEAMS. SEE DETAIL 6/AI.Os MARK POST SIZE PROVIDE IY4"X206A COIL STRAP Al 16-IOD NAILS FROM CORNER STUD OF EACH ® DOUBLE STUD"LESS NOTED OTHERWISE) WOOD FRAMED CHIMNEY TO DOUBLE RAFTER OR ROOF JOIST BELOW FramingPlan NOTE A: PROVIDE DOUBLE H25A CLIP AT BEARING END OF RAFTERS NOTED IN PLAN ......... PROVIDE STEEL PLATE FOR FULL INSIDE SPAM OF BENT FLITCH PLATE BEAMS. HEADER SCHEDULE: wale: 1/41 = 1'-0" PROVIDE Ys"-P 5OLT5 ® 24" OIC, IN %,HO HOLES SET 2" FROM TOP AND BOTTOM OF MARK HEADER SIZE P05T SIZE (EACH END) : . ........................................... ............................... .... ... ............. ........................... ...... .......... PROVIDE FULL PENETRATION SHOP WELD AT BEND IN STEEL PLATES. H-1 2-2x6 DROPPED I .TACK+ I KIN& STUD �,as.. .. RJK H-2 2-2x6 DROPPED I .TACK + I KING STUD A1 . 5s NOTES: I.PRAWIN65 ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL ALWAYS ! 2 TAKE PRE=CEDENCE.ALL DIMENSIONS TO FACE OF STUD. A4� 2.DATUM MJzVATION HAS BEEN ESTABLISHED TO BE O'-0°® TOP OF FIRST FLOOR FINISH FLOOR ALL ELEVATIONS ARE TAKEN FROM THI5 POINT.THESE D NUI�ERS BEAR NO RELATION TO ACTUAL UZL.6.6.D. BB Cc 3.ALL FINISH FLOOR MATERIALS TO BE FLUSH OR PROVIDE 6RADUAL ! SO'-O° TRANSITION BETY�N FINISH MATERIALS OF VARYING HE16HT5. 4.ALL INTERIOR PARTITIONS AND FLOORS TO RECEIVE SOUND ATTENUATION _by2 BATT INSULATION. ------------ 5.ALL HABITABLE SPACES SHALL BE PROVIDED WITH L16HT AND VENTILATION A5 PER FZ51DEN I IAL CODE OF NEI YORK STATE. REFER TO SECTION 8303. -O" S'-O" 3'-O" 7'-O" I I 2" a'-43/4" 6.HABITABLE SPACES SHALL MEET E66RE55 AS FER RESIDENTIAL CODE OF . NEW YORK STATE. REFER TO SECTION 8310. DENOTES HARD wIRID SMOKE AINDOA TAG,-SEE DRI6 Schl.l 101 �SD DETECTOR E6RFa5 UNITS HAVE HATCHED TA6 e DDE7 HARD WIRED Cot EXTERIOR DOOR��5�� 1AOI INTERIOR DOOR TA6-SEE SCHEDULE ANDREW Ve MEC44MIC-AL VENTILATION MIn. THIS PAGE AND DRW6 565.1 100 I 50 `.�m. GIAMBE"PTONE TRIMMED OPENING TA6 100 ROOMIj� ROOM TA6 5EE SCHEDULE THIS PAGE ' & ASSOCIATES 2''73/4" 5'-5!/34" _33/4 3'-'✓3/4" 2'_1\3/4 2 2 I I10 I FO H r = ARCHITECTS Ln 113 � i � 15 � IIS IDb e S' I5/4 E �✓'-13/4 D 3'-I" Ilq 107 120 IG e E F I6 108 _ a'-o" D Seven Main Street, Suite A II2 m rin - Cold Spring Harbor, NY 11724 If /�/ \\\ I I A P:631.367.0050 F:631.367.6636 D o SUNROOM I I I / \ _� _ 122 �t m I I I BREAKFAST AREA CABANA A m I I I10 Hj Giamb ertoneArchitects.com m -O" -T'-O" 10 /8 162 3y2 23\ Exclusive Architects for C`! 2 161 r-4" Ibo I 1 ! Q) Kean Development Co. ,_ 3 LIVIN6 ROOM GI ,6 lO = �I 2 7/4 I _ ( II2 - 113 I I Ib 1I - 4' 5V2" IS'-bye° 2'-by2" I - - - -- - - - - - - - -:- in ' I I I - - Private XX ' ' Residence X11 A4.1 104 sixK - - - - - I - - -i - / - -� - - - A4.1 .!111 1 i B = � I I ry K' 1 4CMEN '-O" 3' 23/4" b'-o" V-�op °�' 12400 New Suffolk Ave. - I I 124 - r I I KIDS RM. - e r,o a Cutchogue, NY n=; • I --- � RAGE --- �� � _ ---- � O -,- m _ I A-!2 . i m 2.3,/8„ a,/8„ o; - •� I a,_�„ 5-8Y4 ,. •. > _ �y�.: ._._-...- ___ .._..._.__.._._____._ . Ln w - — 2_6y e� 15d -�4 -)�2 'cv O _ U2 I I O 2' 2' u� / I 6-O/V216 d 4'-Q" 3y2 4'-O" w2 3-Oy2 -i-Oy4. - I V4 E2" _ _ 13-002 ! PANTRY .. - - - - - - - - - - - - - --- -- -- -- ---- --- - - --- - --- � � ° -� 158 PR - - - - __ .. NALL - - N I m _ 108 103 151 102 =� I _ _ - I I\\ I / Sy2" p� 6'-I)y2�� r'_a. e cv MUDRM.GL. p` 150 U ENTRY/STAIR HALL \ ' cv CLOSET ! i o -� — — — 101 \ I 05-06-2014 Issued for Bid i I 1 �I 4 / ELEV. STUDY PR j 06-09-2014 Issued for Building Permit o I _ =ry I m 157 lu CLOSET �AREAG DRYER - - _ - - - I I / \\ `0 I?5 = ! iy wAsffeR , 101 � �� 6 108 I 152 O r - 13-O m O 116 T- 3_03/4 8 I'-I 4.. 3/4 21- 2�� 2'_ 2•' 2'_by2I�T/ 1._25/8.. �,F m fin 10 SSD -- e MUDROOM - 103/° LAUNDRY _R -' I06 l1046�- m -> - � O �. 153 ( \ 101 DN / CLOSETOOR- HATCH A7.I b'-25/8 4'-2�/e„ 104 IMEGFI. GRAAlNIL5PACE 3 �N'rRYI FORGH STUDY N 155 154 =-----`'J> - - - - - - 126 I18 -- O _ - - - - - � � K z 1 � r7 � 2. - - -- - - - - V4' HOUR FIRE RATED / \ / \ I _ �3 r2i '°►� ---- --- - -- - SELF CLOSING SELF 4'- 2, LATGHIN5 DOOR --4'=7"-- - - -"1'-I jY2" B 2 3 S'_3y2 3 ! U 3 101 A5.1 A4.1 A4.1 A4.1 0 } 129 , SL r1* fz "Z - -- _ __ _ _m - - GARAGE . A � 105 h 102 A5.1 O -- - - -- - - - \` A • I • I l:f � I I DD Eo AR�y. $ C� W nx° 57M wALL5 AND _ NT CEILING _ e102 I a� x «y" I 4 4 ° k A4.1 A4.1 R of NE`�yoQ r I � I 103 I o Issued For Buildin Permit .� _ ,�r1gi t: © 2014 AVGA j t _ fisc: •. •_<: - THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS I ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE ! 4'—O/8n 4'_OT/8" DOCUMENTS AND SHALL RETAIN ALLCONWONLAW,STATUTORY AND OTHER A A A OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS E IOb I05 I04 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE i 1 PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. 2��-I/ 3r oy 3�_oye�� 2�_5 T/e� 4-6 _ '71-011 b-b 3-D 10-O 101-01110-O VARIES b-b VARIES 7-O 4-b 8 8 Plotted: Thursda,lune 05,2014-11:32am 1 y J By: Ernesto File: L:\AVGA Current]obs\Freed 13-002\Worl*Drawings\201406-09-Build AA �:i First Floor Plan 1/4" = 1'-0" First Floor Plan SCALE A/4"= 1'-0" e.f.s. 1 I i NOTES: _ I.DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL ALWAY5 TAKE PRECEDENCE.ALL DIMENSIONS TO FACE OF STUD. BB cc2.DATUM ELEVATION HAS BEEN ESTABLISHED To BE o'-O° ® TOP OF FIRST 2 FLOOR FINISH FLOOR ALL ELEVATIONS ARE TAKEN FROM THIS POINT.THESE A4.1 15 BEAR NO RELATION TO ACTUAL U.5.C.6.6.D. 3.ALL FIN15H FLOOR MATERIALS TO BE FLUSH OR PROVIDE GRADUAL TRANSITION BETPEEN FINISH MATERIALS OF VARYING HEI&HT5. 4.ALL INTERIOR PARTITIONS AND FLOORS TO RECEIVE SOUND ATTENUATION BATT INSUL.ATIOK ' S. ALL I TTAME SPACES SHALL M PROVIDED WI IDEQTIAL CODE OF NEW YORK 5REFER TO SECTLIGHT AJ-0 ION R3o3-303. ILATION AS PER RES O I 6.HABITABLE SPACES SHALL MET E56RE65 AS PER RESIDENTIAL GODS OF NEW YORK STATE. REFER TO SECTION 8310. I 05D DENOTES' HARD WIRED SMOKE WINDOW TA6-SEE DRWG 5chl.1 101 j DETECTOR E&RE55 UNITS HAVE HATCHED TA6 EXTERIOR DOOR-TAG SEE I01 j 0 DENOTES HARD WIRED 002 XTDRWG Sch2.l `° DETECTOR ; ANDREW Ve I INTERIOR DOOR TA6 - SEE SC+wUL.E 100 MECHANICAL VENTILATION MIn. THIS PACE AND DRW6 560.1 50 01m II'-33/8" 3 4T/8' ROOM NAME TRIMMED OPENING TAG I GIAMBERTONE V-43/4" 1-01-1 ROOM TAG, SEE SCHEDULE THIS PAGE 100 „ & ASSOCIATES 13-O MASTER 3-0 33'-0" 8'-o" 271-0" TERRACE GUEST RM. _ *ARCHITECTS ® 221 222 e 224 p y TERRACE to 1/4 14-I 13 8-a3 _ „ Z 3 e , 3 11 U 3 /8.. /4•' 4 1 4i-Ill 4 10/4 III-1011 3 18 3-I/8 to - - - - - _..:::. - Street, Suite A 201 Cold Spring Harbor, NY 11724 - -- ,' P:631.367.0050 F:631.367.6636 o _ o - 3'-�4" 4 4 3'-OV14 I'--V4° I GiambertoneArchitectS.com 214 BATH#I BATH#2 ® 1 e 206b �_- :2 1 tI = - Exclusive Architects for -� 2 f �:1 �-� KID'S BEDROOM#I I I,Y N A72 Kean Development Co. = I O On777779" CUE5T'BEDROOM#1 KIDS BEDROOM#2 I , r I I I N j 2 41-.211 y2 / _ --�4 4-103/4 3-8�/e�� I 2-- O MASTER BEDROOM I I _ W.LG. / 2 �h x'111 - 205 - - - ----- �\ a --- - //254 A T.2 - - - =�4 o I Private r� O I �— 218 I 1^ILG. w =cv j 2-12" ., • //218 - 206 � �� � i - _ _ Residence m - N 05D O5D in 15 ®I S A. I 05 LG. \ 4--- - O UP - — � ► � � � � � � � � t 12400 NewSuffolk LI GL. i i e� 2y2 m` '� Ave. _ ` — 3I 4z --- ' y2" Cutcho ue NY 2%g" / �, 2,_6T I 6/„ , , 12-10 7'-0" 2" 2'_65/8.. 3._ 4•' 3,_35/8 2�_y2�� 2�� \ - 2 8 - TS 2 I'5'-1" 266 267 Bul In ------------------- HALL UPPER HALL 202 201 O 262 265 ' DN IV T MASTER BATH I 6UL-ST BATH#1 - 204 �2 210 13-002 �' ,_p3/4„2'_03/4° 4'_ 2.. e216 o to 3y2 - -� _ - - - - - - -� ,p 0 O ! er, -_ , --ELEV. v OPEN TO ENTRY � 268 HALL BELOW 6'-103/4" 05-06-2014 Issued for Bid ' 12051 - ry 254 2 3'4P. - - - - - - - - - � 06 09 2014 Issued for Building Permit _ _ - - _ _ - - - - - - - - - 220 _ 1' L21-011 =/I\2? cV ,! U a I x_23/, 4'_23/4�� 264 i� 3y2° 3'-O' =v \ / 4'-113/4 4'-10" 4 - I \` 7 - --- - --- - --- - --- - - ----- - 20 0 e - O N N N p i _ _R\ II 6�UESTI BEDROOM#2 214 I I 211 I I I7 I /210 r (0y: r- O6 I r ; 212 I I O I I I. ._ 213 = ,_ ---------- -------- --- -- ----- - ------- /21-3\ I I L3 <A cv A41 /2 0 l GUEST BEDROOM#3 -711117L� 213 I = 45 cA / 274 ct1 i GSD 232 231 I GUEST BATH#2 I I CC � I 212 214 I O = t j 2-5 3Xb I / m j oSD DD � roARCy�� � 2'16 G cy i A5.1 ---- --------- _ I I 06 P GUEST #4 - I 4 A4.1)-- LZI _ 4 Issued For Bu�ldin Pernut WE, , © 2014 AVGA 2'-IOyg" 2'—IOyB" THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENIS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS 211 /2 O\ 2 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE Q R Q DOCUMENTS AND SHALL RETAIN ALL COMMON-LAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE n i u u i n 12�_In I�—pu a�_7n2'_7" OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS 2-02 q-6 2-7 7� 7-3 PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. AAPlotted: T'bursday,June 05,2014-11:31am By: Emesto File: L•\AVGA CurrentJobs\Freed 13-002\WorkingDrawmgs\2014-06-09-Builiig Second Second Floor Plan Floor Plan SCALE: 1/4" - 1'-0" i' `_ '_ I I I ; i f� u NOTE5: ; I.DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE.ALL DIMENSIONS TO FAGS OF STUD. � �,.�• 2.DATUM ELEVATION HAS SEEN ESTABLISHED TO BE 0'-0" o TOP OF FIRST FLOOR FINISFf FLOOR ALL ELEVATIONS ARE TAKEN FROM THIS POINT.THESE N1M$Eft5 BEAR NO RELATION TO ACTUAL US.Gbb D S.ALL FINISH FLOOR MATERIALS TO BE FLUSH OR PROVIDE GRADUAL TRANSITION BETYEEN FINISH MATERIALS OF VARYING HEIGHTS. 4.ALL INTERIOR PARTITIONS AND FLOORS TO RECEIVE SOUND ATTENUATION BATT INSULATION. BB CC } 2 S.ALL HABITABLE SPACES SHALL BE PROVIDED WITH L16W AND VENTILATION I A4.1 AS PER RESIDENTIAL GORE OF NEJM YORK STATE. REFISR TO SECTION 8303. 6.HABITABLE SPACES SHALL MEET E66RESS AS PEIR RESIDENTIAL CODE OF NflN YORK STATE. REFER TO 5EGITON R310. rV A5.3 � DENOTES HARD WIRED SMOKE WINDOW DR)"-SEE DRSchl.l 101 € i I �6D DETECTOR EGRESS UNITS HAVE HATCHED TA6 3 MtRIOR DOORoHARD WIRED G02 � ANDREWI AV. - 1"37iODM TM Ewmu ® MECHANICAL VENLATION Min. THIS AD aI 100 50 C.S.M. TRIMMED OPENING TAS GIAMBERTONE d ROOM NAME 100 SIS SCHEDULE THIS PAGE ROOM TA6 D yy 101 ASSOCIATES F ARCHITECTS Ij ' i ij 1 ' N 1 A52 I Seven Main Street, Suite A j I Cold Spring Harbor NY 11724 i� I it I r - > P:631.367.0050 F:631.367.6636 i - LSI :, ` r 0,:` E GiambertoneArchitects.com f Exclusive Architects for r ,0 Kean Development Co. 0 14'-2%" Private 30'-OW3'-�4 2'-OV 2'-Oy8" 5'-II%8' 2'-I%8" 4'-IOy2" 2'-:ZV ` = ATT1G / I Residence 1111 A4.1 xx 12400 New Suffolk Ave. 1 �- A4,I E l m y I � A4 Cutchogue, NY 4 DN �116F ® 5 A. Isl 101 LL NOTE. 0 . . . ; : . .. job numbelk: ` � ATTIC, TO REMAIN UNFINISHED 4 _ I UNC,ONDiTIONED FOR 5TORAGE ONLY. TY I 13-002 NO HABITABLE 5PAC,E ALLON-2E . ' € .., � n2i �cL�b.. 24"n 2'-jY : T4 2 I € 05-06-2014 Issued for Bid =- 06-09-2014 Issued for Building Permit I ELEVATOR T II IL — — � - - - - - _ -- --- -- �� I A A ---------------------- - A5•1 A4°I A4.1 I A4°I =_ ___---- I I G I CC �I A Q,ED ARC A5.1 C���ANT DD - =ti ,9T 02080 yOQ F OF NES II stats. : —I Issued For Building Permit I 4 I 4 copyright: I A4.1 © 2014 AVGA A4.1 THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTSPREPJ (AVGA)FORTHISPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS I ARE SR�RV�ICES FOBY RTHE USE SOLELREW V. Y RW1TH RTONE AESPECI'TO TFIIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE I DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. l Plotted: Thursday,June 26,2014-4:25pm BT. renato I File: D\AVGA Current Jobs\Freed 13-002\Worldng Drawings\2014-06-09-Buff title: AA Attic E Floor Plan reale: 1/4►'=1'-OII Attic Floor Plan drawn: e.fs. SCALE: 1/4" = V-0" A2e4 I I BB CC 2 (A4.1 I I - 20 oz. RED GOFTT STANDING i SEAM ROOF. YI T T o- -� 1 1 N D R �l ♦ • 1 O I �— GIAMBE1P%T ONE b b /1Z & ASSOCIATES ji ARCHITECTS ° Q Seven Main Street, Suite A o I o Cold Spring Harbor, NY 11724 d _ _ _ P:631.367.0050 F:631.367.6636 11:12 11:12 11:12 ►1:12 GiambertoneArchitects.com " — Exclusive Architects for Kean Development Co. 1:01 16 OZ. LEAD COATED COPPER - - \/I FLA5HING w/WATER --- I DIVERTER P HIGH MINIMUM 4" UNDER ROOF TYPICAL V I CEDAR ROOF ; 4 I • P/T CEDAR RIDGE 1 f Private GAPS(TYP) � I � � . i 5.12 I 11:12 � I Residence EPDM ROOF I I X11 AQ - -7 - - - -II: 1 II I A4.1 b 12400 New Suffolk Ave. L -J Cutcho ue NY I M. Oull .. 13-002 05-06-2014 Issued for bid I 06-09-2014 Issued for Building Permit ZEPDM ROOF L f4 — J. I � 26:12 I 1 5"0 I/2 ROUND RED COPPER GUTTER(TYPICAL), � I B 2 A5.1 A4.1 '°`Q I I A4.1 I 4" DIA. RED COPPER LEADERS - PIPED TO DRYAELL. (TYPICAL), i G I A5.1 I cc 20 oz. RED 5.18"15:12 I COPPER STANDING ; 26 12 A 5EAM ROOF. A5.1 ED ARCh,�� cv� G/q DD F { 0 i 020'33N OQ y I of ., : 4 4 Issued For Buildin Permit AQ i 1fi,r ' © 2014 AVGATHE COPYRIGHT ; PREPARED BY ANDREWV.GIAMBFRRTONEAND ASSOCIATES,ACATIONS, AND R DCHIOTECTS,PG I, RE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS (AVGA)FOR THIS PROJECT,ARE INSTRU.MENIS OF AVGA. THESE DOCUMENTS A { OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL.RETAIN ALL COMMONLAW,STATUTORY AND OTHER � RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS i PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. i Plotted: Thursday,June 05,2014-11:29ar- By: Emesto I File: L:\AVGA Current Jobs\Freed 13-002\Worldng Drawings\2014-06-09-Buildg AA _ = Roof Plan Roof Plan 1/4 =1-oil SCALE: 1/4" = 1'-0" { i A295 I i i AA cc DD - COPPER CHIMNEY POT i - THIN BRICK VENEER 1 A4.1 I I A5.1 71 12 ANDREW Ve �11 GIAMBERTON I A5.1 & ASSOCIATES ; I - MID-POINT OF ROOF A1.1 MIEV. +2,'-15/16N— - ARCHITECTS I � I -- . CEDAR ROOF SHINGLES Seven Main Street, Suite A 11 UA5.5 Q'1.125 Harbor, NY -�— -- -- - - - - - - - - Cold Spring 117 24 TAS.ATTIC SUBFLOOR - ./ -- -%�j ���. .+ " AFF y': -- - , ELEV 21-51/2 � = ,�� ,- ' I �, , � c , ,^; ,,; I - ;:;'', �.�, - � P:631.367.0050 F:631.367.6636 / neArchitects.com - = TF Gamberto - I I _ I MARVIN WINDOWS A5 4f , --_ - -- ---- I-:, `;..� �„ / `:; _. f %"/ Exclusive Architects for 36„ GUARD RAIL PER :' - `• \�. �,/ CEDAR WALL SHINGLES NY5 RE5 CODE R312 -/ .. °/,'/ ----- ! -:• - �. ..:.. l- -- \ ;/� , _ Kean Development Co I ys � 26 25211 210 Z 't i 233 2321 ,; STANDING SEAM e 217 12 -- COPPER ROOF - I 201 � Q R Q • . O _........ O -- 0 ® e project: t U \ TA.SECOND FLOOR FINISH - - _ N N N ii \\ I � ,�/ G�(------- � �, '� ••� �COPPER GUTTER / DRAWING A25 m ELEV.+11'-4 1/8” AFF - -- -- — - _ Private ....... __ _ _ -- -- i �❑ I _ _ - --- --- - -. .... -ILL- COPPER DO"r5FOU`r _...__.. ._.._ ------- Residence 1 --I-_ EF —117-11 . _...._._._. ____ _ Imo- i d \ __ - 77-7-- ' j Ili II l I 121 I 128 - - ---- - -- � - M I L 12400 New Suffolk Ave. - 7 .. ..- -106 105 - 104 -- -- --- --- ------ -- f - 1O1 Cutcho gue� NY II I I...'- II I IlI I I f In iiI I ill ; 3 TIO �i III Til l !J III I l !i I ! J It j t f �► I II ,;l ,l I II � i li .I !I I, �I_,I I I I� �1 i I . � - TA. FIRST FLOOR FIN15H ELEV.+0'-0" (el.+1128') i _ " - _ - -_ _- job be '' ilr: 1.3-002 f AV6.6RADE - _ - - - - - - } ELEV.-4-51 (01.+1.039 o - date: 3 105-06-2014 Issued for bid North Elevation (Front) j 06-09-2014 Issued for Building Permit i SCALE:3/16" = 1'-0" � I i XX I - COPPER CHIMNEY POT THIN BRICK VENEER A4.1 I i A5.3 f� I ! i _ -_-- - DECORATIVE,PAINTED (i ;I I WOOD SHUTTERS I 4 --- A4.1 A4.1 ;.,. I� 12 ,� — � �, _ MID-POINT OF12 ROOF ------- '� ELEV.+2T-I 3/I60 AFF _ . 11 CEDAR ROOF SHINGLES � ATTIC SUBFLOOR .,,ED ARC— I � / -- � A8.7 /.�,% / \�.� ��5GENT G� y��'C� —ECFV.+21'-5 1/2" AFF MARVIN WINDOWS 6- s CEDAR WALL SHIN61-E5 _ I T I F /I /� , , ARD RAIL PER NYS RES GODS 8312 atl�- - , AA AA : ee® SMIssued For Buil-0rmit W.SECOND FLOOR FINISH - - � - - ROUND COPPER GUTTER m cOp�T2` g�1'lt: © 2014 AVGA ELEV. +11'-4 1/8 AFF -- SEE VRAAIN6 A25 --— vFrmlz Emil III vill 7 7 --- - - --- -- COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCU viEA'TS - _ PREPARED BY ANDREW V.GIA.'vIDERTONfi AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTHLS PROJECT,ARE INSTRU vIENTS OF AVGA. THESE DOCUMENTS SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS — -- - - --I --- - - I i OTHERWISE PROVIDED AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONIAW,STATUTORY AND OTHER f �'. ._ i�- --- �.___ _ RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE f r f ( ( 14" COLUMN p� N OWATER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS To THIS J` - .�`--- _.- _ ! - ILIF I - ORDE� AS MANUF"BY A PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. <_J r _ _ - 3 I ` ; ( I TURNGRAFT OR APPROVED EQUAL, Otte& Friday,June 27,2014-8:37am jump Pl By File: r~\AVGA Cuxxent Jobs\Freed 13-002\Working Drawings\2014-OG-09-Build 12s � 121 _ C, 102 L efitle _ I --- - 12b 124 1?3 - i `� : ; ' I COPPER DOWNSPOUT K J --- I ! I I' I I I Elevations T.O. FIRST FLOOR FINISH I 5EE DRAWING A8 3 -- - -- - -- -- J. ELEV.+0'-0' (el. +1128') I DETAIL --- _- -- - - ---- _ - --- _ I t--- I scale: 1/411 11-011 AV6.6RADE _ _ - - - drawn: e.f.s. West Elevation Mght Side) SCALE :3/16" = V-0" A391 I i I i 5/b cc BB i A72 COPPER CHIMNEY POT =T° THIN BRICK VENEER c A4.1 I o a - - A5.2 == - 7 AN l G GI1 dk MID-POINT OF ROOF A] ELEV.+27'-1 576", AFF % '/ - -- \\� I ' ® J 12 12 12 12 A8A CEDAR ROOF SHINGLES I I r' \ 11 II / �._ II1: 12 INN 12 \ r Seven J: Cold S To.A721"11/2" TIC SUBFLOOR ELEV.++21 S I/2 AFF — ,: / \\ — A? / - - — - -- - ------ - --- 1 MARVIN WINDOWS Giam ---------- CEDAR WALL SHINGLES NY5 RES GODS R512 I 36 GUARD RAIL PER -- 1 r I,\ r• ,� r� �. I I i H- --- - - - --- ---- - - — ` - 226 O /2-9\ FZ Z I I `r T.O.SECOND FLOOR FINISH h f 1 �� i STANDING SEAM �I ` J : m ELEV. +11'-4 1/8 AFF -- COPPER ROOF "7770777-7-11- ROUND COPPER GUTTER - SEE DRAWING A25 - -- - - - - - 1 --- - - -- - - - -- _-I ,. - ---- I f I . I .�. .( L�� I � ' I 1-� ,^- 14 DIAM.COLUMN(TUSCAN ORDER) -- - I -� - -; A5 MANUF.BY TURNGRAFT OR u -I -ILL- �J I - i - - -- APPROVED EQUAL. / \ 1 ._. I I I ! I I i _ I 12 I I I II 120 07 119 I 118 bl� i 124 08 G F F E 106 E 105 e - - i ( i I i I ' I _-- - / IIII- u 1=7�r_lu� - ! ����tt7;i_��u��_� 1L __ ���� - - -_ I- L T.O. FIRST FLOOR FINISH H �I ' �� f ji j-i�, 1= 1= ISI ! li "�j' C �GI L�� f��: I II '' li � � �r�rr� - ELEV. +01 01 (el.+11.28') _ - _ -_ - I .. . _ 11 L 1 ' I1 IIli jot) i �. - .' i II _ I COPPER DOWNSPOUT n I SEE DRAWING A83 I AVG.&RADE - - - DETAIL 2 - - - - - - - - date: South Elevation (Rear) 05-06-2014] 06-09-20141 SCALE: 1/4" = V-0" — xx COPPER CHIMNEY POT THIN BRICK VENEER L I 3 A4.1 - G E D A52 A5.2 )f i i DECORATIVE,PAINTED -- -- YI SHUTTERS -1 =-- ---- -- G 4 MID-POINT OF ROOF - - - - / \ -Y—ECFV. +2T-I 12 SAW AFF 12 / CEDAR ROOF SHINGLES / =46�1 11E .1. A8.8T.O.ANTIC, SUBFLOOR - - - Y ELEV. +21'--S 1/2" AFF y= MARVIN WINDOWS CEDAR WALL SHINGLES L L J U 11 u � 1 I I -- - - 56" GUARD RAIL PER 1 - , NYS RES CODE R312 201 i 1 , ! F 219 -- 213 II States. STANDING SEAM III = _ _ .. I T_ _. _- -=---� — 21'1 216 215 _: _ :_: _=. - - , Issued 5 COPPER ROOF T.O.SECOND FLOOR FINISH 218 U V U m ELEV.+11'-4 IV AFF -- -- copyrig, ROUND COPPER GUTTER RED BY I PREPARED BY AT SEE DRAWING A25 I I - - -- ARE SERVICES FOR : RIDI LJI.._. _ -- - DOCUMENTS AND - - - -- - 14" DIAM. COLUMN(TUSCAN i L OWNER, R GOT) ORD AS MANUF.BY � '�,- I 'L-�I ❑� OR F( TURNCRAFT OR APPROVED ;; Plotted: �_.__ -L:. ? Friday,] EQUAL. I 109 -- I File: L\AVGA B 108 i0T _ —. Al Al r i I I I I q I 105 102 i i T.O. FIRST FLOOR FINI101-1 _ _ _ B ELEV. +01-02 (e1. +1128')1 'r =-1 - — - - — -- -- -- -- : -- scale: AV&.&RADE East Elevation eft Side -�- SCALE: 1/4" = 1'-0" 1 i ............__....__.__..___r________.__.._._..._.._.._........._..._._..___._.._.___..._..___........ _ _..__... 5/6 - Q CC BB = i I o a �I I 0 D OO o O . o - - -- _ - I 3E 3E �,. 1� ir 1 if 12 12 5.2D ANDREW V. IT If 11 11 11 T IT if T.O. ATTIC,PLATE _ I I ,,PRAY FOAM INSULATION I DD GIAMBE"PTONE ELEV. +28'-5 5/a° AFF NOTE: AT RAFTERS SEE 6ENERAL. I I ATTIC, ATTIC, TO REMAIN UNFINI5HED 4 NOTES I & ASSOCIATES UNCONDITIONED FOR STORAGE ONLY. ro. RIDGE _ NO HABITABLE 5PAGE ALLOWED. I I —ELEv—+24'-a 3/a° AFF ":tJ 12 i I I I - a7.1� *ARCHITECTS 5/4" PLYWOOD SODFLOOR 12 -�}— T.O. ATTIC,SUBFLOOR _ Y ELEV.+21'-5 I/2° AFF :;... "' <<: Seven Main Street Suite A T.O.PLATE _ ;.•,.,,. `: �ELEY. +20'-5 I/2° AFF � I �� •'�',';- � / ATTIC,FLOOR JOISTS; I 1 s>�DRAWING AI.4s •PI-A� Cold Spring Harbor, NY 11724 ` ,� P:631.367.0050 F:631.367.6636 12 GUEST BEDROOM#1 KIDS #2 I / W.IZ. I W.IZ. KIDS M#1 MA5 BEOPODM II I'' / z 207 20'ia 206 : . 209 205 ® I • ti:\i• II 0 o ::�:: GiambertoneArchitects.com I I GUEST W.#2 211 ': . Exclusive Architects for T.O. SECOND FLOOR FIN!SH . ---- --- - ---- -- ---- 3/4"PL SUEIT- oR I ELEV. +11'..4 1/6" AFF ~`' Kean Development Co. 00 T.O.SECOND FLOOR FINISH T.O.PLATE ELEV.+11'-4 1/6" AFF TA.PLATE _ II 9 ELEV.+10'-0 5/6" AFF ELE1/. +10'-0 5/a" AFF I FLOOR JOISTS;SEE J 1 DRAWING AI3s I - -� pro)c. - �% ❑ 5/6"6Y�o KALI-5/ I r-1 IF-IF CEILING.('TYPJ STAY Private KIDS RM. LIVING RM. DINING RM. KITCHEN I 118 p 112 109 In 113 Q Q I I I Residence SPRAY FOAM INSULATION I I I I I SEE 6Et�AL NOTES GN�-I ' 0 N Suffolk J. ; - T.O.O FINISH T. FIRST FLOOR - - - NewAve. 4 YWOOD SUBFLOORV 3/ PL •'. 7. 1 T.O. FIRST FLOOR FINISH i +O'-0' el.+1128 I II I' i I .i ii �� d �� �� � 'I � �; _ ..__ -__ _i; Cutchogue, NY FLOOR JOISTS;SES I DRAWING A129 AVG.GRADE _ I - - - - I AVG. GRADE - 1 ° 1 - ELEV. -4'-30 (el. +7.03') CRAWLSPACE I t o� number: ELEV. -4'-5" (el.+7.05) I 0 I II p 13-002 date: Vie: 05-06-2014 Issued for bid_______ -_ j 06-09-2014 Issued for BuildingPertmt F 1 Building..Section 3 BuildingSection - -- I A4.1 SCALE: 1/411 = 1'-011 -- _ Ty A4.1 SCALE: 1/4" = 1'-0" —ECFV.+34'-5 5/a" AFF <. •j1i:\, 12 :.: :•: NOTE: ATTIC TO REMAIN ,t `:` � _I 1 "`� , MID-POINT OF ROOF G I UNFINI5HED 4 <.t`. — — ELEV. +27'-) 5/16 UNCONDITIONED AFF A5.1 – UNCONDITIONED FOR STORAGE ONLY. ATTIC NO HABITABLE ro.R�D6E 1 AFF - "\�' 12 ; `'= 5PAGE ALLOWED. SPRAY FOAM INSULATION AT SPRAY FOAM INSULATION RAFTERS 5� I AT RAFTERS SEE GENERAL. _- -- -- — NOTES 6N-I 6ENERAL NOTES 6N-I T.O.ATTIC SUBFLOOR ELEV.+21'-5 I/2" AFF ---- T.O.PLATE ;(>` �i - ;:::';` ', I ::: •" I .r ; 5/4'PLYWOOD SUBFLAOIZ -. - T.O PLATE _ � .: •"••_. ATTIC,FLOOR JOI5T5; ELEV la 2 I/4 AFF ::`'.' �p�CD Aq SEE DRAWING AlAs 0 I , KIDS BEDROOM 02 : w STANDING S1 F2-0-11 EAM q 08 17- 12 5/41 T.O.SECOND FLOOR FINISH / ::<0001*0 5/4 PLYWOOD�SI16FlAOR z a 4 I T.O.z;l SECOND FLOOR FINISH :.._._., J - - . f— E +II'-418' AFF ... ..... . ELEV. 11-4 I/ AFF T.O.PLATE ...:., :.,. t .....:.s..-:;::�:::�::�z:<t;;ti:�t:;::•:::>::.:::.;:::::;:;-:;�;.t<:v::•< :: ��:�< :: ..';... Stk7 - -- - _ - { ELEV +10'-515/164 AFF T.O.PLATE `....:::. . ELEv. +10'-0 5/a' AFF Issued For Budding Permit - - I FLOOR JOISTS;SEE i4 I I `? FLOOR JOISTS;SEE DRAWING A1.5s I'.. _ _. I N6 AI 5s : .. ORAWI 5/8"GNB o / „I]LIJ�= I I copyright: l; CEILING.(1'1fPJ ,;_ /CEILING 5/waa".Ls� A [ 'X' GNB o 0 2014 , !;I l ___,....._ -- _.....-.----...-----._..__......._...._._.__..___._...... I _-.;- 1'...-._ THE COPYRIGHT DRAWCVGS,SPECIFICATIONS, AND OTHER DOCUMENTSI PREPARED BY ANDREW V.GIAMBERTOAB AND ASSOCIATES,ARCHITECTS,P.C. t ENTRY 5T IR HALL Oj LIVING I I GARAGE I (AVGA)FORTHISPROJECI,ARE INSTRUMENTS OF AVGA THESE DOCUMEIviS :t — — — ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS _ - - - 101 0 I I o _ _ _ , I O 115 105 " DOCUMENTS AND SHALL RETAIN ALLCOMMONLAW,STATUTORY AND TOTHER ;. RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE t ......_____.._ OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I —_ PROJECT. OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. SPRAY FOAM I TION I I xoJEcr RoJE SEE 6EhERAL. 6N-I c; Plotted: Friday,June 27,2014-8:35arn By: renato .._.._....... .. . ,. File: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\2014-06-09-Build :i 3/4'PLYNOOD T.O. FIRST FLOOR FINISH _.._._..._._..._...__.._........_._._.__._...___.....-- .:= LOOR TA. FIRST FLOOR FINISH POURED GONG. `.: ....._...___.__-_-._- ._ .. ._......._.......-.......- ......_......._................_......._.......-.... _.......-.......-....... ......_......._......._................_......._................_....... -...._......._......._......._. ...._......._.... 1 ■ 1 ,. .+O-0el. +I12a ..,..,.,,...........,.....................,.......,,....�..,...,..,.�,.....,.�,....,:.�........�...,.�,.�...,..�....�...,.....,...........,....,..,.,,..,.,,.....,.. _ .. .. ...:.... .. .: .: .: .:.: .. ELEV. +O-O (el. +112a� DRAWING � FIJI -- -- - T.O.SLAB(LOW POINT) FLOOR JOIST-,'SEE I - DRAWING AI2s ELEV.-2'-0 I/4■ tit e: i I BuildingSections lik AV&&RADE I _ _ _ _ _ _ _ _ _ _ _ AELEV. -4�'-5" (e1. +-IM9 - I r GRANlI.SPAGE I I � l scale: 1/4"=11-011 T.O.CRAWLSPAGE SLAB _ I I I I EL V.-al✓ In" I drawn: els. WATER TABLE(YO-LrOINT H16H) _ _ — IV ELEV.-10'-�i 5/6' (el. -0b6') __TABLE (T1D - - - - - - - - - - - - - - - - ELEV.-II'-•4 In' (el.-.097 2 Building Section 4 Buildin Section A4.1 SCALE: 1/4" = V-0" A4.1 SCALE: 1/4" = 1'-011 ® ; SEE A8B FOR TYPICAL ROOF CONSTRUCTION AB� OWM#2050 Ix FASCIA TOP OF RIDGE — - — TOP OF RIDGE_ _ ELEV 24'-7 7/8" ELEV. +24'-?7/8" 12or DYKES#1852 Ix FRIEZE BD. I 4 SEE 6N2 FOR TYPICAL 12 WALL CONSTRUCTION J 2 X INTERMITTENT BLOCKING SPRAY — . 5 FOAM BREAKSTOP 1AW fL TOP OF ATTIC FLOOR FINISH _ I _ _ ELEV.+21'-b 1/4' 6'-4�/" 8 - ANDREW Ve SEE 6N2 FOR TYPICAL _ P OF BEAM — ROOF CONSTRUCTION ELEV.+20'--q7/8" +20'-5 1/2' ; GIAMBERTIONE f:L ASSOCIATES oWM#2050I ARCHITECTS Ix FASCIA I 12 WOOD WINDOW AS MANJFA0MPM BY MARVIN" — — S)�WINDOW SG•®ULE. Ix4 BEADED T. SOFFIT � Seven Main Street, Suite A DYKES #165 2� 26 Ix FRIEZE BD. ,,5� ;: :. Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 � � I GiambertoneArchitects.com WOOD WINDOW AS MANJFAGTURED BY MARVIN" SEE WINDOW SCHEDULE. I Exclusive Architects for 6UE5T BEDRM. #2 I > Kean Development Co. 211 COPPER FLA5HIN6 (BLIND) GUE5 #4 / ' T $FORM DYKES#204 SEE 6N2 FOR TYPICAL r ROOF CONSTRUCTION Ix TRIM 25'-2y4" FROM "XX" GRIDLINE 513: 6N2 FOR TYPICAL - ROOF CONSTRUCTION - 2-l0/6 �, Private 2 X INTERMI 11EN1 BLOCK SPRAY 12 _ — — — — — — 1 _ i __ Residence Y D - IN6 FOAM BREAKSTOP _ - 5 4 LEADERS SM A25 - I'-53/" COPPER ROOF ' I' 6" COPPER 4 - DRIP EDGE R FINISH TOP No FLOOR IN15Ff — e TOP OF SECOND FL OR N15Ff 12400 New Suffolk Ave. TOP OF SECOND FLOG _- — - E.E/. II-41/8116' - - - II-418 •F' J -.J : _ N -� COPPER GUTTERS I • N 4 LPr4DER5 5M A2 +10 _ � 10'- 5/6" + -010 -d: OWM#2050 Ix FASCIA Ix FASCIA i ,13-002 oWM#2050 - Ix FASCIA Ix4 EEADED T46 I Ix4 BEADED T46 Ix4 BEADED i SOFFIT SOFFIT DYKES#185 I T46 SOFFIT J I DYKES#185 I DYKE5#165 05-06-2014 Issued for bid Ix FRIEZE BD. Ix FRIEZE BD. Ix FRIEZE BD. 5 i 06-09-2014 Issued for Buflftg Permit — SEE 6N-2 FOR A8.1 TYPICALWALL I.. _..._.._.-_. ___,.., __-. - .._....._ - .... _.................. .._..._._._-. ._.. .. 3 ® CONSTRUCTION -- A8.1 I II 1/2'DIAM.COLUMN (IUF.,GAN ORDER)A5 MANUF.BY TURNGRAFT OR APPROVED EQUAL p — r MANUFACTURED BY R HALL WooD WINDow A5 STUDY o ENTRY / STAI MARVIN'5EE IIS 101 • WINDow sc�EDULe � i 4 DVERAD GARAGE DOOR�i A6>2 � SEE SC+MULE i 1 DYKES#204 M=J-61UM BLOT APRON GARAGE k SEE 6N2 FOR I SEE 6N2 FOR SMFOUNDATION PLAN 105 TYPICAL WALL TYPICAL WALL.TYPICAL CONSTRUCTION I GONSTRUGTION PITCH SLAB TO DOORS BLUESTON=PAV13 ItS 513=PLANS RST FLOOR FINISH I TOP OF FI H.. WISH { TOP OF FIRST FLOOR FINISFf TOP OF FIRST FLOOR F ELEV +O-0 I 112 _-__._-____ ,___...____-_ - --,.______ .-__...-__-•-_ -,. . ..---_..-- " ELEV.+0'-0' el.+1126' .... .. ..... .. e 6 I : ° I � i d G ° Q - ° d 4+ a °d. �D d a .4 d' ° , �Ft AR a ° ' - I-612 ° E NT T.O.WALL ' a TOP OF GONG.SLAB (low point) ��SSG d ° ad d° a ELEV. 2'-O I/4" P d ° T 7� d d ° ° a a d ° ° 4� d ° d Q 4 4- Qi � do2or$mo,� OQ� d1 d a a dd °. FBF N � d I d a ° d d a ° a S. I_�_ . Issued For BuRdin Permit d d d ° d ° a d d dd d ` � ;` _ © 2014 AVGA ! Q . ° d ° THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS a PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.G ° d ° ° ° o (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ° ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROD ECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE a. DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER d d a d RESERVED GHT BY THE a a OWNER OR OTHERS OONSOTHERR PRON ) PROJECTS FORADDITIONSTO THIS ° a °d ° PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. a ° ° ° d d 4. a d dO Plotted: Tbursday,June 05,2014-11:11am By: Ernesto ° d V q d He: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\201406-09-Buildg d d d 2] ° TOP OF GONG.SLAB TOP OF GONG.SLAB ° • � ' °.d ELEV. _6'-3 I/2" ° ` ° d°° d ° Wall Sections Y EL EV. —b'-3 1/2" ° a d d ° °. d d a ° . ° d d. d ° a C Wall Section ° ..d dd m d a .4 d A5.1 SCALE:3/4" = V-0" d ° d ° d t;,.,E a 3/4It 1-0" ° d ° Q d d ° L :l Fif+ CIS. I A Wall Section B Wall Section A5.1 SCALE: 3/4" = 1'-0" A5.1 SCALE: 3/4" = 1'-0" • I - Fireplace/Chimney Notes0 . - I. ALL MASONRY FIREPLACES TO BE BUILT AS SOLID-FUEL 5. MECHANICAL DRAFT SYSTEMS SHALL BE LISTED IN Cf. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE BURNING FIREPLACES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH UL 375 AND APPROVED BY THE INSTALLED IN STRICT CONFORMANCE TO FIRE ACCORDANCE WITH NY STATE RESIDENTIAL CODE SECTION MANUFAGTURER'5 ENGINEER TO MAINTAIN DRAFT A5 PER I N INSTALLED T IN RIrT CONFORMANCE ANCE TY FIRE FIREPLACE RI001 AND NEPA 211. SECTION 4.12.5(3) OF NFPA 211.USE OF AN AUTOMATED SPECIFICATIONS AND NEW YORK STATE BUILDING CODE. 2. ALL FACTORY-BUILT CHIMNEYS FOR MASONRY FIREPLACES FIREPLACE DAMPER SHALL BE RATED FOR USE WITH A WOODWORK OR OTHER COMBUSTIBLE MATERIALS SHALL NOT MING AND EXMRIOR SHALL COMPLY WITH THE REOUIREMENT5 OF UL105 AND SHALL SOLID-FUEL BURNING APPLIANCE FLUE AND SHALL MEET THE BE PLACED WITHIN 6" OF A FIREPLACE OPENING. 5HEATHIN& BE MARKED "RESIDENTIAL TYPE AND BUILDING HEATING RQUIREMENT5 OF AN51 221.66-1c1% STANDARD FOR AUTOMATIC ENCOMBUSTIBLE MATERIAL WITHIN 12. OF THE FIREPLACE GRACE BRAND ICE AND APPLIANCE CHIMNEY" AS PER NY STATE RESIDENTIAL CODE VENT DAMPER DEVICES FOR USE WITH GAS FIRED APPLIANCES. OPENING SHALL NOT PROJECT MORE THAN 1/8"FOR EACH 1" .Y- WATER INSTALL 0\/M - - ENTIRE Fi0oD FiRAME SECTION R1005. " DISTANCE FROM SUCH OPENING. cHIMNtY STRucnxz£' 6. CHIMNEY FIREBLOGKING. ALL SPACES IN BETWEEN 3. ALL FACTORY-BUILT FIREPLACES SHALL BE TESTED IN DRIwALL RAINSCREEN ACCORDANCE WITH UL 127 AND SHALL COMPLY WITH NY STATE CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH 10.PROVIDE GAS LINES FOR DECORATIVE VENTED 020-1 EXTERIOR DRAINASE MAT RESIDENTIAL CODE SECTION R1004. THEY SHALL BE INSTALLED CHIMNEYS PA55 SHALL BE FIREBLOCKED WITH APPLIANCES (GAS LOG KITS) AS DIRECTED BY OWNER WIRE LATH IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. AN NON-COMBUSTIBLE MATERIAL SECURELY FASTENED IN DECORATIVE VENTED APPLIANCES SHALL ONLY BE UNVENTED GAS LOG HEATER SHALL NOT BE INSTALLED IN PLACE. THE FIREBLOCKING OF SPACES IN BETWEEN INSTALLED IN APPROVED SOLID FUEL-BURNING FIREPLACES. r COAT oven FACTORY BUILT FIREPLACE UNLE55 THE FIREPLACE SYSTEM CHIMNEYS AND WOOD JOISTS,BEAMS OR HEADERS SHALL BE NO DEVICE INSTALLED IN A FIREPLACE THAT USE BATCH COAT WITH 6 SA HAS BEEN 5PECIFIGALLY TESTED,L15TED AND LABLED FOR TO A DEPTH OF i INCH AND SHALL ONLY BE PLACED ON GA5EOU5 FUEL FOR ITS OPERATION SHALL BE EQUIPPED X `� r 3/4'THICK THIN BRICK STRIPS OF METAL OR METAL LATH LAID ACROSS THE WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. X E ICE AW - ' f A07UPM BY SUCH USE IN ACCORDANCE WITH UL 127. T J , ' 5EI.DEN BRICK SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. CONTRACTOR TO COORDINATE GAS SUPPLY VALVE I!'MR HOOD FRAME &HIM Y STRUCTURE r , 4. DECORATIVE VENTED APPLIANCES (6A5-LO6 KITS) SHALL CONTROLS FOR DECORATIVE VENTED APPLIANCE WITH \ WEEP 5CREED ONLY BE INSTALLED IN SOLID FUEL-BURNING FIREPLACES AND 7. MAINTAIN 2" MIN. CLEARANCE BETWEEN AUTOMATED DAMPER SYSTEM CONTROLS. SHAALL BE (TESTED IN ACCORDANCE WITH AN51 221.60 AND $1 CHIMNEY AND COMBUST LE IMA MATERIAL AND I I I. ALL FIREPLACES THE MANUFACTIURER' TRIAL WHEN SHALL BE INSTALLED WITH TIGHT-FITTING CHIMNEY 15 LOCATED ENTIRELY OUTSIDE THE EXTERIOR NONCOMBUSTIBLE FIREPLACE DOORS TO CONTROL INSTALLATION INSTRUGTIONSAS PER>7EGORATIVE VENTERS NALL5. THE AIR SPACE SHALL NOT BE FILLED EXCEPT TO INFILTRATION LOSSES AS PER NY STATE RESIDENTIAL CODE ! EXTEND APPLIANCES CAN NOT BE INSTALLED IN 5LEEPIN6 ROOMS, ANDREW MINIMUM 6'UP C41 BATHROOMS,TOILET ROOMS OR STORAGE CLOSETS UNLESS PROVIDE FIREBLOGKING AS PER N.Y.5.BUILDING CODE. SECTION NI101.11 T TTHEY MEET THE REOUIREMENT5 OF NY STATE RESIDENTIAL �'�D COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING �/ • � CHIMNEY I - CODE SECTION 57207.5 WHICH LIMITS THE APPLIANCE TO I4 00 MATERIAL SUCH AS WOOD SIDING ,FLOORING AND DRYWALL 12• FACTORY-BUILT OR MASONRY FIREPLACES SHALL BE OF sNINe'LEs A BE PERMITTED TO ABUT THE MASONRY FIREPLACE MECHANICALLY VENTILATED AND CONTROLLED 50 THAT THE BTU TO EACH 50G.F. OF ROOM VOLUME. SHALL GIAMBERTONE 51DE WALL5 AND HEARTH EXTENSION.,PROVIDED SUCH INDOOR PRE55URE 15 NEUTRAL OR POSITIVE AS PER NY COMBUSTIBLE TRIM OR 5HEATHING 15 A MINIMUM OF 12" FROM STATE RESIDENTIAL CODE ECTION R1006. IF THE ROOM CANNOT MECHANICALLY BE PROVIDED WITH NEUTRAL OR I I F1=1� INS� THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. POSITIVE INDOOR PRESSURE THAN THE FIREBOX SHALL $E 8.PROVIDE WEEPHOLES AT BOTTON OF CAVITY WALLS AND EQUIPPED WITH AN EXTERIOR AIR SUPPLY AND THAT THE & ASSOCIATES I AT ALL APPROPRIATE LOCATIONS @ 2'-0" O.G. MINIMUM. EXTERIOR AIR INTAKE SHALL NOT BE LOCATED AT AN 2'-2/4" 2'-23/4" DD ELEVATION HIGHER THAN THE FIREBOX. MA50NRY FIR FLACE 5GHEDULE ! ®ARCHITECTS I � n " w ! ! OK =1 w m Seven Main Street, Suite A 4 V O � Q� ~ �°•°° w< X w • Q w Q w �' 3 N Q Cold Spring Harbor, NY 11724 A7.1 5 I�L3 sLl x 4 x��� wQ3 � O w A'f.l D 9 C mne Veneer at Roof DD STUDY IIS +O'-0" +0'-0" 42" 309 20" 1/12 104.85 SELKIRK 12" dom. N/A ! P:631.367.0050 F:631.367.6636 GALVA-TEMP AGK ARNOLD CHIMNEY JACK ARNOLD CHIMNEY A7.1 SCALE:3/4" = 1'-0" SELKIRK i GAP PAWN' I M LIVING RM. 113 +0'-0" +0'-0- 44" 30- 22" 1/12 IOCIA5 12" diam. N/A GAP PAWN' M GALVA- MP KIDS RM. 115 +O'-O° +O'-0" 37" 28.4'1" 20.03" N/A N/A TYPE BT 10" dlam. LENNOXTLINE 8 mne at RoofLevel COMPLETE COPPER CHIMNEY I COMPLETE COPPER CHIMNEY TDP WITH DRIP EDGE. CARRY TOP WITH DRIP EDGE. CARRY GiambertoneArchitects.com �7 A UP AND OVER EACH FLUE UP AND OVER EACH FLUE 1 .1 SCALE: 1/2"= 1'-0" 5/6" GEMENT 5/8" GEMENT j I BOARD i BOARD � +-2a'-8 3/4" A.F.F. Exclusive Architects for --, METAL FLUE-SEE _� I" _ I6-I 4' FROM ")UC" GRIDLINE �) Kean Development Co. ` 1 SCHEDULE N „ I METAL FLUE-SEE I 50HEOULE N m m " N 1 #4$AR IN GROUTED 50LID CELL AT CORNERS f MAINTAIN MINIMUM #4 BAR IN GROUTED OF FIREPLACE,LAP I6" MAINTAIN MINIMUM 2 CLEARANCES 2 CLEARANGE5 SOLID CELL AT CORNERS MIN w FROM FLUE TO ,� FROM FLUE TO OF FIREPLACE,LAP 16" COMBUSTIBLES I COMBUSTIBLES b MIN. in I" -1 Private I A7.1 �`nz - A7.1 V U COMBUSTION U - COMBUSTION AIR INTAKE w/ Reside AIR INTAKE w/ z - DAMPER Z ice I I DAMPER z 12400 New Suffolk A I 4' 33/4° Ave. i ! / Cutchog ue NY LU / 4'MIN DEPTH 16" F/P OPN < / MIN DEPTH \ / �_ 20 F/P OF G> 65.f. 4,.'`FIREBRIrk- Y _ I" 0o 2 4FIREBRICK- . 1 �- I HERRINGBONE p I , ' I METAL FLUE-SEE PATTERN HERRINGBONE SCHEDULEPATTERN _I- _._.,__.__. I I - Issued for bid I FLUE - r I -_ - TIBLE ---- " `- --- - FROM FLUE TO 4 Issued for Buildin Permit ' 0 ' 09 201 MAINTAIN MINIMUM EXTENT O HEARTH STI$LE NON GO U5 � 2" CLEARANCES N 6" HEARTH -i C.OM$U5TI$LE5 I I SOLID I I I I CMU-FIILED I /1\ 1 METAL FLUE-5EE �p j _I SCHEDULE z AT.i r DD HALL PROVIDE FIREBLOCKIN57 AS M (V CLOSET PER FIREPLACE/CHIMNEY YK -�- -- -- - 1208cqI NOTES A7.1 - - --- PROVIDE FIREBLOCKING AS GE/CHIMNEY NOTES A7.1 FIREPLA 7 Fireplace at Second Floor Level I I I T.O. J. nd Flr.Fina 1 T lcal Fireplace 42 Wide or Less 2 Typical F• " A7.1 SCALE: 1/2"= 1'-0" Fireplace Greater than+II"-4 I/b°A.F.F. an 42 , I 7.1 SCALE: 1 A7.1 SCALE: 1" = 1'-0" I T.O.Plate I METAL FLUE-5EESCHEDI I ULE METAL FLUE-SEE I t10'-0 5/5"AFF. x x >a - -- ---- - I SCHEDULE MAINTAIN MINIMUM 2" MAINTAIN MINIMUM 2- I I CLEARANCE-5 FROM FLUE I CLEARANCES FROM FLUE E-SEE TO COMBUSTIBLES TO COMBUSTIBLES FLUFLUULE E SEE z METALBESTOS CHIMNEY METALBESTOS CHIMNEY -- -- - - _ ADAPTOR I I ADAPTOR SMOKE L I -- / I I CHAMBER z MIN. 6" w / GMU-FILLED 4't55/41 I'_63 SOLID ILI i I / - VONNAARD CURVED 2"M o / /SMOKE SHE „ ' M N MINERAL WOOL LU I/2 MINm BLANKET AGCH�TFO , I STUDY STUDY \ \ Z -1IS 118 '~ ELEVATOR �t! , 1 ,l _P o I \ - 0 MASONRY MASONRY \\ N FIREBOX-5ICALET ILS b FIREBOX-SEE TYPICAL DETAILS b cS'� 020a� �O A7.1 2 3/A7.1 A� \ FORM DAMPER COMBUSTIBLE CONSTRUCTION S la di / T.OI. Ist Flr.FIn. �L/E BACK GALV. STL.LINTEL I - _ +O-O T -Is,sue". .d..For Buil it g rm TIGHT-FITTING _s......--...._.-... _ O #4 BAR IN GROUTED NONCOMBUSTIBLE - Tr 4;, t: C 8.. I.-q�� I. a�� 8.. - I-8 50LID CELL AT FIREPLACE DOOR5 0 2014 AVGA CORNERS OF FIREPLACE,LAP Z COMBUSTION AIR I H COPYRIGHT DRAWINGS,SPECIFICATIONS, OTHER AND ER DOCUMENTS I6 MIN INTAKE w/DAMPER BY ANDREW I'-O" ✓' 6" s° I'-O° V.GIAMBERTONEAND ASSOCIATES,ARCHITECTS,P.C. F IG (AVGA)FORTHISPROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WrM RESPECT To THIS PROJECT.UNLESS FI X OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE Iib 16" DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER D OPNG < 65•f• RESERVED RIGHTS THAT THESE DOCUMFN75 SHALL NOT BE USED BY THE 20 F/P OPNG> (29S.STUDY I 4'MIN /P ! OWNER, OR OTHERS, ON OTHER PROJECIS FOR ADDITIONS TO THIS I PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. DIDREBOX HEARTH ( Plotted: Thursday,June 05,2014-11:09am By: Emesto ATOM DATUM File: L:\AVGA Current obs\Freed 13-002\Workin Dra J g wings\2014-06-09-Build"g MasonryFireplace 6 Stud Fare lace Plan A7.1 SCALE: 1/2"= 11-011 . . . Details #4 DOWEL X IaNl " = varies I AT CORNERS CANTILEVERED ` ` '', e.f.s. i #4 BAR IN GROUTED SLAB-SEE STRUCTURAL ! r�=f��, 50LID CELL AT VOID DRAWINGS CORNERS OF FIREPLACE,LAP Ib" MIN.- 5 IN.5 Fireplace Section 4 Fire lace Section I ! (73 Typical Fireplace Section A71 " = 1'-0" n SCALE: 1/2" = 1'-0" . SCALE: 1/2 i4. AT 1 SCALE: 1" = 1'-0" I I 1 m cr N xx — xx N 7 A�-2 10'-6" 7 A,2 1 7 ID'-6° JACK ARNOLD CHIMNEY 101-6 A'72 A72 GAP 'PAWN' CC COMPLETE COPPER CHIMNEY JACK ARNOLD CHIMNEY ANDREW CC TOP WITH DRIP EDGE. CARRYCC MOMGAP 'PAWN' V. UP AND OVER EACH FLUE < > COMPLETE COPPER CHIMNEY GIAMBERTONE 5/8" GEMENT TOP WITH DRIP EDGE. CARRY I T.O.CHIMNEY BOARD T AND OVER EACH FLUE 4 •mne at Ro o f Level -�,/8"A.F.F. — — -v 5/6" GEMENT A7 BOARD SSOCTATES 1 .2 SCALE: 1/2" = 1'-0" METAL FLUE-51� � [ 12'-o5/g" I SCHEDULE cv 1 METAL FLUE-5EE m SCHEDULE N 1„ i - ®ARCHITECTS IO'-6" MAINTAIN MINIMUM 2" CLEARANCES FROi MFLUE LE ! Seven Main CC _+ I Street, Suite A / I Cold Spring Harbor, NY 11724 4 F= A72 A,2 4 P:631.367.0050 F:631.367.6636 MAINTAIN MINIMUM 2" CLEARANCES j A72 FROM FLUE TO i COMBUSTIBLES GiambertoneArchltects.com — — — _ — Exclusive Architects for - - I +Q; ._ Kean Development Co. I L _ I�. 1i rc —T I I i Private R � \ esldence 2 10'-6" / / I \ 12400 New Suffolk Ave. Cutcho ue • Attic � g � NY 3 Fire lace at Floor Level 1 \ ; A7.2 SCALE: 1/2"= 1'-0" KID'S BEDROOM#2 20'1 - - I ATTIC \ I 13-002 ATTIC ACS A72 3 AT2 05-06-2014 Issued for bid 06-09-2014 Issued for Building Permit T.O.Attic FFlr.Fin. Y- I I I I I 1 -- d- T.O.Plate A.F.F. I I i I I / - METAL FLUE-5EE 1 SCHEDULEXX I I I MAINTAIN MINIMUM o j--- -- 1 a'-3y2, I � 2" CLEARANCES I I FROM FLUE TO -iy I COMBUSTIBLES -- 1 - N 2 I A72 I I 2 I I I I I \ I A72 I I 2 METAL FLUE-51M KIDS BEDROOM#2 I I I 5GHEDULE GUEST BEDROOM#I I I �- - -- -- - ---- - - -- - 207 204 UPPE2OHIALL I I KI.G. • PROVIDE PIREBLOGKING AS 2040 2 Fireplace at Second Floor Level , PER FIREPLACE/CHIMNEY I I I I NOTES A-1.1 I I + 1 A7.2 SCALE: 1/2" = 1'-0" PROVIDE FIREBLOCKING AS PER - ------- -- / -6 T.O. Flr.Fin. I I FIREPLAGE/GHIMNEY - \� NOTES A'1.1 + I LNING ROOM 113 -- - - _ _ T.O.Plate_ 6' 2-t-611 A /1�It -- - - +�IO'-O 5/8' AFF. -T L C/ _ ,J METAL FLUE-5E j SCHEDULE I MAINTAIN MINIMUM 2" I I I METAL FLUE-SFJ= �S��RED A9C CLEARANCES FROM FLUE I I O GENT 'Si SCHEDULE GHANG 6 RM. TO COMBUSTIBLES i Fl—1b �.r p ,s r : - 1 �APAL$T ERSTOS CHIMNEY I P�, _ I / / I METAL$E5TOS GHIMNE`I I T 020804 Q� FIREBOX - 1 ADAPTOR , �F N0"it�`• O a Sta, I: KIDS RM. . cv => _� 115 1 I MA50NRY Issued For Budding Permit _ \ r I FIREBOX-5EE TYPICAL TTd LIVING ROOM m J DETAILS 243/A7.1 §¢{ GHAN6 G RM 'LENNOX' L5BV36 1— — -1 LIVING ROOM .._._..._....-_,. - I'-S" f 113 � IIb © 2014 AVGA 113 PREFAB GAS KIDS RM. I I3 PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. MASONRY BURNING FIREPLACE 115 1 LIVING ROOM (THE ORTHIGHT DRAWINGS,SPRO ARE�s CATIONS, AND OTHER DOCUMENTS FIREBOX-SEE JE U'�NTS OF AVGA THESE DOCUMENTS _ - TYPICAL DETAILS _ l ( ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS — _ I 2 d 3/A 1.1 - A'12 I l OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONIAW,STATUTORY AND OTHER STONE HEARTH A5 RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE y A72 I OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS I N Al2 PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS, � SELECTED to'-1Y2" F'=' _ i O11 ail Plotted: Thursday,June 05,2014-11:08am By Ernesto i '7 ALIGN FIREBOX FLOOR File: L:\AVGA CurrentJobs\Freed 13-002\Working Drawings\201 Ernesto -06 t W/FINISFf FLOOR ICN T.O. Ist Flr.Fin. �- O 0 - FIREBOX 110T M I a.,, y. i MasonryFireplace - - - - - - - - - - - - - - - - - - -- - Details _I - - - - - - - - - - - - - - - - - - - - - -8" 5 Fire lace Section 6 Fire lace Seco --- _ I °n 7 Fire lace Section varies A7.2 SCALE: 1/2" = 1'-0" A ! .2 SCALE: 1/2" = 1'-0" #' .`i�- e.f.s. 1 Fireplace at First Floor Level i { A7.2 SCALE: 1/211 = 1'-0" SEE GN2 FOR TYPICAL ROOF CONSTRUCTION 1Oy2 If 12 Y OAM #2050 Ix FASCIA I % SEE ON-2 FOR TYPICAL i ROOF CONSTRUCTION rcV ' COPPER GUTTERS ! r SEE GN2 FOR TYPICAL , d LEADERS SEE A2.5 ROOF CONSTRUCTION 11 �i COPPER GUTTERS DYKES #ISS / ! 4 LEADERS SEE A2.5 - i I Z,2 3y2 IX FRIEZE BD. _ A NDREW V. I I o °° J, GIAMBERTONE; : / / � — = ° O / - _ _ ___ _-_-- & ASSOCIATES OWM#2050 =N r / Ix FASCIA � -- ---- - --... ----- ------------ (V Ix4$FADED T8G SOFFIT ------------- -- -- - ----------------------------- °AM#2O�° 2 - ®ARCHITECTS SEE GN2 FOR TYPICAL i Ix FASCIA I DYKES#185 WALL CONSTRUCTION Ix4 BEADED T66 SOFFIT Ix FRIEZE BD. :7 DYKES#185 Ix FRIEZE BD. I = Seven Main Street, Suite A Cold Spring Harbor NY 11724 I p g I � I _� P:631.367.0050 F:631.367.6636 I V WOOD WINDOW AS MANUFACTURED BY 'MARVIN" SEE WINDOW SCHEDULE. ri�, Rake Section Detail ' ________________ GiambertoneArchitects.com A8.1 p Exclusive Architects for SCALE: 3" = 1'-0" • } Kean Development Co. 12 ---- ----- / ff Ent Upper Roof Eave Section Detail q Q a SCALE:3" = 1'-0" 55/" 3 Ent Porch Roof Eave Section Detail SEE GN2 FOR TYPICAL , �' - i PrivateROOF CONSTRUCTION . — A8.1 SCALE:3" = 1'-0" - Residence 12 \ � I I \ \ 12400 New Suffolk Ave. l I SEE GN2 FOR TYPICAL ROOF CONSTRUCTION i - I Cutchogue, NY • 56 4! m Rj I:i SEE GN2 FOR TYPICAL ROOF CONSTRUCTION \ jI} a COPPER GUTTERS 4 � 4 LEADERS SEE A25 , 13-002 Ix TRIM BD. i,. .. � � i `�•� ,--��- I :. � I i i' 3 I l� ice: I _ ; 05-06-2014 Issued for bid 0 i I 05-06-2014 Issued for Building Permit211 i I ' I I --- �y:. OAM#2050 = oAM#2050 (V Ix FASCIA Ix FASCIA I - -- I DYKES #185 Ix FRIEZE BD. Ix4 BEADED TS& SOFFIT I DYKES#165 I i ; WOOD WINDOW AS MANUFACTURED BY Gambrel Roof Trim Board Section Detail Ix FRIEZE BD. 'MARVIN" 5� AINDOW SCHEDULE. w A8.1 SCALE:3" = 1'-0" 6Terkinhead Roof Section Detail Garage Roof Eave Section Detail A8.1 I \� A8.1 SCALE:3" = 1'-0" SEE GN2 FOR TYPICAL I �\ ROOF CON5TRUCTION COPPER GUTTER5 12 16 oz 5TANDING SEAM \� rE LEADERS SEE A2.5 COFFER ROOF A/GRACE BRAND I — \\\ 4 "ULTRA UNDERLAYMENT I I \ I I \\\ COPPER GUTTERS —_-- d LEADER5 SEE A25 16 oz STANDING SEAM 45/8° COPPER ROOF VV/GRACE BRAND "ULTRA" UNDERLAYMENT ARC ; m _ D NiTcc OPPER GUTTERS Lo�G�NS G1gM L' 4 LEADERS SEE A25 j U ' 9 Z I O =� \ O ———— ST 0208 N \ EOFN \ - -� I I �r Om#2050 N I -- FA5GIA j I AM#2050 4 O i, Ix FASCIA _ ° Issued For Building Permit � Ix4 BEADED TdG SOFFIT `fl j DYKES#I85 F'fY © 2014 AVGA i 4.: Ix FRIEZE BD. Ix4 BEADED TSG SOFFIT r� ° #2050 THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS I C(1 I IX FASCIA PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTIES PROJECT,ARE INSTRUMENT'S OF AVGA. THESE DOCUMENTS DYKES#I85ARE PECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGAR T HE USE �SHALL BE Y WITH DEEMED THE AUTHORR F THESE -� Ix FRIEZE BD. DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED D 13Y THE OWNER, OR RIGHTS THAT ON N OTHER DOCUMENTS PROJECTS LL FOROT BE ADDITIONSS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. I Ix4 BEADED T46 SOFFIT ----- -- -- ---- ---- -- I Plotted- Thursday,June 05,2014-10:57am By: Emesto I DYKES #185 File: L-\AVGA Current jobs\Freed l3-002\Working Drawings\201406-09-Buildg I Ix FRIEZE$D. I I i I IIS/8, i � - ------------ DYKES #204 I Ix TRIM I i Details I ; I � I L7 i WOOD WINDOW AS MANUFACTURED BY ----------____-- 'MARVIN' SEE WINDOW SCHEDULE. I — k [XIII 11 ---------------- A` =c' As Noted els. WOOD AINDOA AS MANUFACTURED BY 'MARVIN" SEE AINDOA SCHEDULE. F—P-2. i 7 Roof Eave Section Detail 8 Rear Porch Roof Eave Section Detail 9 Rear Porch o ch Roof Eave Section Detail SCALE:3" _ �'-0" A8.1 " a A8.1 SCALE:3" = V-0" g WOOD WINDOW AS MANUFACTURED BY 'MARVIN" SEE WINDOW SCHEDULE. WOOD WINDOW A5 MANUFACTURED BY DYKE-5 #204 'MARVIN" SEE WINDOW SCHEDULE. Ix TRIM gym` WOOD WINDOW AS MANUFACTURED BY DYKE5#204 I MARVIN" 5EE WINDOW SCHEDULE. i Ix TRIM =tr I DYKES#204 m I6 oz STANDING SEAM I COPPER ROOF N GRACE BRAND "ULTRA" COPPER TRANSITION FLASHING HOOKED Ix TRIM UNDERLAYMENT. PROVIDE RIGID INSULATION TO / TO CLEAT. EXTEND UP WALL 8" UNDER CREATE PITCHED SURFACE AS REQb. BLDG. PAPER. , SEE GN.2 FOR TYPICAL 12 COPPER CLEAT FASTENED THRU WALL CONSTRUCTION 1/8 ROOFING INTO SHEATHING TURN CONTINUOUS VENTILATION PRODUCT ANDREW V. UP AND UNDER LAST 5HINGLE COURSE TO ALLOW AIR FLOW. �� I- ---_.... ..-- -- - -- -- ---- -- --- -- -- - -- -- --- -- ------- ---T CEDAR ROOF SHINGLES j� GIAMBERTONE 12 / & ASSOCIATES I 4 I I I ®ARCHITECTS I , I I I � I Seven Main Street, Suite A I � 26 ' Cold Spring Harbor, NY 11724 I p g I / P:631.367.0050 F:631.367.6636 I I / Rai 33/6, I � I \ I I GiambertoneArchitects.com I � I Exclusive.Architects for I Kean Development Co. a! I I ; I $ I �j_ } ' I i � 3 I I I I I Private I 6i 8, Residence I I DYKES#185 I I i Ix FRIEZE BD. 12400 New Suffolk Ave. o / o - - - / Cutchogue, NY COPPER GUTTER5 Ix4 BEADED T$G SOFFIT $ LEADERS SIE A2.5 / DYKE5 #185 a Ix FRIEZE BD. 0 / O o 1 Wall Section Detail o g .LWs 13-002 I ! A0Q 05-06-2014 Issued for bid .2 SCALE:3" = 1'-0" I N I 06-09-2014 Issued for Building Permit OAM#2050 I Ix FA501A DYKE5#204 • ix4 BEADED T$G SOFFIT - I Ix TRIM - � _ DYKES#185 I Ix FRIEZE BD. I I :E5 #204 I I RIM NINVON ASI MANUFACTURED BY DYKES#204 - --- ----- ----- - -- bk i Ix TRIM I I ON-2 FOR TYPICAL - 2 Wall Section Detail Covered Porch _I..CONSTRUCTION I A p A8.2 SCALE:3" = 1'-0" I WOOD WINDOW A5 , I I MANUFACTURED BY _______ _______- ; -d 'MARVIN" SEE WINDOW 5CHEDULE, I I 3 Gambrel Roof Section Detail i I A8.2 SCALE:3" = 1'-0" I I I I I I ENT Uj I I TF OF N I I i I I ? i 1 =0a Issued B mi For Permit " 7 ; © 2014 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GLiMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS I ARESERVICESFORTHEUSESOLELY WITH RFSPECTTO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALLCOMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted. Thursday,June 05,2014-10:56am By: Emesto I File: L•\AVGA Current Jobs\Freed 13-002\Working Drawings\2014-06-09-Buildg I I - I ° I I I Details ------------ =a As Noted D 4`'E els. i Q 4 Wall Section Detail I ; A8.2 SCALE:3" = 1'-0" A802i ANDREW V. - ' GIAMBERTONE -H ASSOCIATES ARCHITECTS Seven Main Street, Suite A I� III_ . , � • . • . ; Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 PARC-EV CONCRETE i GiambertoneArchltects.com COPPER GAP W INNER FLAN6E TO SUPPORT REMOVABLE GRATE ! Exclusive Architects for TYPICAL T/O CONCRETE WALL Kean Development Co. (0- VARIES (SEE FOUNDATION PLAN) v 3" COPPER LEADER REMOVABLE COPPER/METAL GRATE w/3/e°HOLE SPACING < �''��Ji�i �a 6" STD/40 PVC PIPE n CMADEPrivate 1-!I I'- I!I�-1 I I_'-!I I' 'l I R--111-=1 I I =1 I(- I I►_._I -'i f-1 -1 I-1 I ,f►I-1 I i-►11-1 I-I►I-1 I�I 11- /j 4z. Residence 1•-1 i;=1— —;.I 1_—i _i-1 I i=1 11-1 11-11 — ,I — 4 I III.-,__ �. I ! . Al 4 -III-'•"II I---� 1=1 i�--I 11=-�11=1!1=1 I!-1 11-=-!11-� 1i==1 I I- � <`' 1=1 11-1 11-1 I I=i I Ei i i—I I I-1 I I—I I I-1 I i-1 j 11=1 I a ! 12400 New Suffolk Ave. -� �j=l l I_.�,�!11.;..:-�.i.i:---_I�_-i_;-i�.�.___I►i_.._.�,_�__�.�1.__!i� 1_i-1�1_-, •• 4 1 `=III-iii 1 i=11 i. —d I _ - I i II i 11[Ili 11 i i-Ili , Cutchogue, NY I I 111-T1 11� 1 i_I I k I=� < a. ZI a . ¢rz a I I P4 I I- I I-11 I• �' -1j ,__. I I-._ i 13-002. 11'.. E i 11= I— i 1 i- 1 v _ _ I.....-..! e 1-.11�� I III j NLL,i t; (.-' 1-1 I I-=•' " 05-06-2014 Issued for bid _11' —I I II 11=11 I� u 06-09-2014 Issued for BuildingPermt j i ! i 1 Leader Termination Detail A8Q .3 SCALE:3" = 1'-0" i i i , i a i I i I i i ( i i i I I i i : ,\ARE D qR I �IGEN T G�14A nom . COC N C2080A Q� FN i I ! Issued For Building Permit a f)PV © 2014 AVGA 1 d THE COPYRIGHT DRAWINGS,SPECTFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. (AVGA)FORTIES PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER j RESERVED RIGHTS THAT THESE DOCUMENTS SIIALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO TIES PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,June 05,2014-10:55am Br Ernesto File: L:\AVGA Current Jobs\Freed 13-002\Working Drawings\2014-06-09-Buildg Details As Noted y 1 i f els. i i i 1 i . ANDREW V. 1 GIAMBERTONE 1 & ASSOCIATES i *ARCHITECTS 1 1 1 Seven Main Street, Suite A Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 i I Giamb ertoneArchitects.com Exclusive Architects for ' Kean Development Co. ` NOTE: FLA51-1 ALL ROOF VENT PENETRATION5(TYPICAL) 1 i L= _ _ �L �� Private 4" VENT THRU ROOF I 4" VENT THRU ROOF I 4"VENT THRU ROOF 4" VENT THRJ ROOF 4" VENT THRU ROOF I 4"VENT THRU ROOF I I Residence 4"1 1 4" (4" 4" 1 4" 14" 1 I 12400 New Suffolk Ave. I I I I I MASTER BATH PLUMBING FIXTURE BREAKDOWN 204 BATH#I BATH#2 &!JEST BATH#I 6UE5T BATH#2 1 I Cutchogue NY 0 I 206b 3.. 3„ 20'(b 1 210 3„ '1 214 FIXTURE QUANTITY I ! �3"—r � I FIII I . -r I T _ 1 — —r 1 4" ; WATER 6LO5ET a I I I �" I I I 2" 11/21, 1:2. 11/2" 1 11/2" 11/2" I I I I 11/2" I2" 2" 1 2" 21 11/2" 1 ' „ 2" 2" 2" I 11/2" TUB 4 2 1 " I 1 3' " 1 I 4" I 1 2 I I I I I 6UEA1'H I I LAVATORY 10 1. I 3. I I I I i I . I I Fr-1(2b 13 002 t112VI I LAV LAV I LAV LAV KITCHEN SINK 2 I ' ' e I Tt5 WGI I I I To To I I I TO LAV _ CABANA SINK I }Y „ Iy I 1 05-06-2014 Issued for bid 0 0 0 Lo i _ ( 1 _ _ _ _ _ I _ 2 2 1 2" 2° I 11/2° LAUNDRY SINK 1 " — " ° — — — — — — �— — _ — — r g 6.0.1 2 3 G.O. I I I/2 3 LB 3 1 1/2 G.O. G.O. 2" 3" I I/2" 3" LB 4" T.O. 2nd FLOOR SUBFLOOR 1 06-09-2014 Issued for Building Permit SLOP SINK 1 4° c.0.1 SHOWER 3 I 1 1 1 D 15HWASHER 2 � LAUNDRY MUDRM. GL. F1541 IOba 3° J WASHING MACHINE I KITCHEN I 1 1/2" 1 1/2"I POYCeR W. 12I 1, I I/2" 1211 14° 11/21, CABANA SINK I I 11/2'1 CABANA BMH 2" 2. 1 STUDI'PR I 11/21, i 1 109 103 I Q II?1 2„1118a I I SINK I 1 . I I 1 I 11 .---- ---- - --- --- ------ --- - - -- 51NK 51NK 4-1 I ' LAV ( I 4 LAV LAV 3" I D/W D/A WG WASHER - 11/2" 2" 1 11/2" 2 T.O. Ist FLOOR 5UBFLOOR OIL G.O. .. "3.. 3" G.O. G.O� — — G.O. — — — — G.O. 2° iii " G.O. G.O. 3" LB " 2 4" FRE5H-AIR 1 INTAKE GRADE 4u ' � 5T,41NLE55 5TEEL COVER G.O. G.O. G.O. G.O. G.O. G.O. ._... . ... ... ..._._....---- -------------.-. .. 6" E.H.C.1. G.O. G.O. 4" 411 4" TO AN APPROVED SANITARY SEPTIC 4"E.H.c.I. 11111 AS MOUSETRAP I DE51 GNED BY I GONSULTINC-7 ENG 1 NEER \�� G�p1T Gl yy�� o CONTRACTOR NOTE: TH15 DIAGRAM 15 FOR 50HEMATIC FURP05E5 ONLY. ALL WORK 15 TO CONFORM TO LOCAL CODES GOVERNING JURISDICTION. s D2p8o� �o CONTRACTOR TO REFER TO THE GENERAL NOTES SECTION OF TH15 of N PROJECT FOR ADDITIONAL INFORMATION. _a; S: For Builds Permit I Issue m _ © 2014 AVGA Schematic Plumbing Riser Diagram THE COPYRIGHT DIIAWINGS,SP1CiFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,P.C. I (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS NOT TO SCALE 1 ARE SERVICES FORT HE USE SOLELY WITH RESPECT'TO THIS PROJECT.UNLESS 1 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL.RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE j OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO TI-:IS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Thursday,June 05,2014-10:43am By: Emesto File: L\AVGA Current Jobs\Freed 13-002\Working Drawings\2014-06-09-Buildg i Plumbing I Riser Diagram N.T.S. e.f s. I -1 F"q I r i ANDREW V. , GIAMBERTONE 3 & ASSOCIATES I *ARCHITECTS Seven Main Street, Suite A Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 f GiambertoneArchitects.com j Exclusive Architects for 01 Kean Development Co. QU NOTE: FLASH ALL ROOF VENT _ PENETRATIONS(TYPICAL) 4° VENT THRU ROOF 4° VENT THRU ROOF 4"VENT THRU ROOF 4° VENT THRU ROOF - — — — 4" VENT THRU ROOF — — 4"VENT THRU ROOF Private I I I I 1 I I I I I Residence I I 4"I 14„ 14.. 14„ 1 14° 4° I I I I 12400 New Suffolk Ave. PLUMBING FIXTURE BREAKDOWN MASTM BATH _ I 1 --04 � I 206-6 I 3" 3„ B20"Ib I 210 _ 7 a � 6UG-5T BAT�f�1 � �F2-14--1 02 i � Cutchogue NY FIXTURE QUANTITY 3 _-- — � � III I - -r � I � �- _ _ -T — � �( —3°—T - -T 1 WATER CLOSET 8 I � 1 4" TUB 4 II 2° 1 I/2" cII I " 11/ " 1/2"I 3—IIIIIIIIiI I „ 2I Z. II °I2I 3"III I oII� 2" II 11/2" I III SUBFLOOR i1 11/2 2.. 2" 2„ 2� I 4° 2„ I 1/2" LAVATORY 10 6UEST BAH 6b I 3— 002t112V" I LAV � KITCHEN SINK 2 LAV LAV YZ NL TBTUB WG LAV SINK I 514M ° ° 05-06-2014 Issued for bid21 1/2°—LAUNDRY SINK I ° 2 T.O. 2nd FLOOR I I/23 3" I I/2° 1 I G.O. .. 06-09-2014 Issued for Building Perm it SLOP SINK i 40 ( 4411 4" 11 G.O.I SHOWER 3 I I I I ( DISHWASHER 2 J LAUNDRY M VW. GL WA5HIN5 MACHINE I —3' — — 104 3.. FO6a - �— T- — �- � 1 I � I I 1 1 1/2" fGITGH�I 1 1/2" 1 1/2" POWDER RM. 12" 1 1/2"1 1211 14" 1 1/2" CABANA SINK 1 I „( CABANA BAI ° ° STUDY PR I I loa I 103 ( II/2 II? 2 1 2 I IISa 11/2 . I SINK SINK 51NK 4 D/A D I 14.. LAV LAV LAV 31, I WG WASHER 2 ° 11/2" 2" SHM I 4 — 2„ 3° " 3° I G.O. G.O� I G.O. — — — 2" 3" „ — „ — _ _ T.O. Ist FLOOR SUSFLOOR OIL of G.0.I 3 4 I G.O. C.O.J. ” 4"FRESH-AIR INTAKE GRADE Z: 4" O STAINLE55 O STEEL L COVER 6" E.H.G.I. G.O. G.O. 01*G.O. G.O. -- -- - --- - - -- •-- _ - � G.O. G.O. G.O. G.O. TO AN 4° 4" 4" APPROVED SANITARY SEPTIC 4" E.H.G.I. --_ SYSTEM AS HouSErRAP DE516NED BY I _ GON5ULTI N6 ENGINEER �Q�ID ARCiy�T \c�� O�NT G CONTRACTOR NOTE: TH15 DIAGRAM 15 FOR SCHEMATIC PURP05E5 ONLY. ALL WORK 15 TO CONFORM TO LOCAL CODES GOVERNING JURISDICTION. y CONTRACTOR TO REFER TO THE GENERAL NOTES SECTION OF TH15TE of NCO PROJECT FOR ADDITIONAL INFORMATION. } Issue For Bufidigg Permit Schematic Plumbin Riser Dia ram i - ' `�- "` �" 0 2014 AVGA . NOT TO SCALE PREPARED BY ANDRETHE CO?YRIGHT WV.GUMBER U EANDASSOCIATGS,SPECIFICATIONS, AND S,AARCHITECIS P+�C. i (AVGA)FOR THIS PROJECT,ARE INSTRUMENT'S OF AVGA THESE DOCUMENTS ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECT'S FOR ADDITIONS TO TIES 1 PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. i Plotted: Thursday,June 05,2014-10:43am By: Emesto I File_L\AVGA Current Jobs\Freed 13-002\Working Drawings\201406-09_Buildg 1Lis,a Plumbing Riser Diagram N.T.S. i e.f s. I Pi 1 i E