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Home My WebLink About39725-Z �� gOFfflI,�CAG Town of Southold 9/28/2016 0 P.O.Box 1179 'Co 53095 Main Rd P'�,ay�� p�•� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38437 Date: 9/28/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1905 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/23/2015 pursuant to which Building Permit No. 39725 dated 5/1/2015 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 first and second floor decks and covered porches, side entry and outdoor shower stall as applied for ZBA#6743, dated 5/15/2014. The certificate is issued to Zuar,Gary&Zuar,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0039 6/20/2016 ELECTRICAL CERTIFICATE NO. 39725 6/30/2016 PLUMBERS CERTIFICATION DATED 9/8/2016 Brian McCann Autho e Signatu e Town of Southold 9/29/2016 0 P.O.Box 1179 o 53095 Main Rd f✓,�rp� a4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38551 Date: 9/28/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1905 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/23/2015 pursuant to which Building Permit No. 39725 dated 5/1/2015 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: accessory one car garage as applied for per ZBA#6743, dated 5/15/2014. The certificate is issued to Zuar,Gary&Zuar,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39725 6/30/2016 PLUMBERS CERTIFICATION DATED Autho ' e ignature rIMM Town of Southold 9/29/2016 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38552 Date: 9/28/2016 THIS CERTIFIES that the building HOT TUB Location of Property: 1905 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/23/2015 pursuant to which Building Permit No. 39725 dated 5/1/2015 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: accessory hot tub as applied for per ZBA#6743, dated 5/15/2014. The certificate is issued to Zuar,Gary&Zuar,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39725 6/30/2016 PLUMBERS CERTIFICATION DATED 6 Autho ' ignature �g11FFDl,��y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 39725 Date: 5/1/2015 Permission is hereby granted to: Zuar, Gary &Zuar, Kathleen 28 Willets Ln Plandome, NY 11030 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling, accessory hot tub, and accessory garage as applied for per SCHD, Trustees, ZBA, and DEC NJ letter. At premises located at: 1905 Bay Shore Rd SCTM # 473889 Sec/Block/Lot# 53.-4-9 Pursuant to application dated 4/23/2015 and approved by the Building Inspector. To expire on 10/30/2016. Fees: CO -NEW DWELLING $50.00 Total: $4,122.40 i Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT �4 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39725 Date: 5/1/2015 Permission is hereby granted to: Zuar, Gary & Zuar, Kathleen 28 Willets Ln Plandome, NY 11030 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling, accessory hot tub, and accessory garage as applied for per SCHD, Trustees, ZBA, and DEC NJ letter. At premises located at: 1905 Bay Shore Rd SCTM # 473889 Sec/Block/Lot# 53.4-9 Pursuant to application dated 4/23/2015 and approved by the Building Inspector. To expire on 10/30/2016. Fees: DEMOLITION $550.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,929.60 SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00 ACCESSORY $242.80 CO - SSOR $50.00 O - S INTPOL $50.00 uilding I ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 ` / Date. OCI -2_8` 2_01(o New Construction: `� Old or Pre-existin Buildin : (check one) p� g g Location of Property: J -I o 5 (,\/ Shore- 'Road G`(-e-en'DOQ+ H6use No. Street Hamlet Owner or Owners of Property: —7 U Cl R Suffolk County Tax Map No 1000, Section 5�J Block T Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ( eck one) Fee Submitted: $ App ican of sorry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 roger.riche rtKi-)town.southoId.ny.us Southold,NY 11971-0959 O Otffi,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zuar Address: 1905 Bay Shore Road City: Greenport St: New York Zip: 11944 Building Permit#: 39725 Section 53 Block: 4 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electric License No: 50592-ME 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 Duplec Recpt 104 Ceding Fixtures 19 HID Fixtures Service 3 ph Hot Water ELE GFCI Recpt 23 Wall Fixtures 19 Smoke Detectors 6 Main Panel 2-150A A/C Condenser Single Recpt Recessed Fixtures 86 CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliancesr961 Dryer Recpt 2-20 Emergency Fixtures Time Clocks -150A Disconnect 2Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4- Exhaust Fans, 1- Range Hood, 5- Paddle Fans, 1- Sump Pump, 7-Under Counter Lights,2-Geo Thermal Heat/AC Units,2-GFCI Circuit Breakers, 14-ARC Fault Circuit Breakers, Notes: 3-Combination Smoke/CO Detectors. Supply 60A GFCI Protected Disconnect for Self Contained Hot Tub. Inspector Signature: Date: June 30, 2016 z Electrical 81 Compliance Form.xls Towa,llall Annex Telephone(631)765-1802 54375 3 Main Road Fax(631)765-95(12 P,O.no% 1179 7 W:%vvgw�7 BUILDING DEPARTMENT TOWN OF SOUTHOiM D GCS-�Od� D SEP E R T I F I C A T 100 BUILDING DEPT- TOWN OF SOUTROLD Date:- Owner �FQ (Please print) &C-4,1 ("11-L 1'l I certify that the solder,used in the uratesupply=system contains less than 2/10 of I% lead., (Plumbers Signature) SW0Mtohefh_remi_- 0ht*5 day of 20 Maegban Mackie Notary%blic-State of New York No.OIMA6193734 Quallficd in Suffolk County My Confinission Epkc.,September 22,2CL& Notary Public,_.�.!AHW K_Coonty L� C'� �O�yy�,OF SOUT�OIo leou TOWN-OF SOUTHOLD BUILDINGDEPT. 765-1802 t INSPECTION.' [/FOUNDATIONAST [ ] 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 . o REMA KS: mj" DATE INSPECTOR s r hod olo o�ycoUMV,N TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 A. MSPECTION' [ ] OUNDATION AST [ ] 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: DATE �� INSPECTOR e e)i pE SO(/ryo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ OUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA G REMARKS: A 70 Ag,,��c�e ' &V ,ze DATE INSPECTOR --T rjf so TOWN OF'SOUTHOLD BUILDING- DEPT. 765-1802 INSPEC p-0-N' . ] FOUNDATION IST ROUGH PLUMBI G C(� ' 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: / V t/L A DATEJ/t,�ti& INSPECTOR co TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION I FOUNDATION IST I Vrlfi�OUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL , FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) =RICAL (FINAL) CODE VIOLATIon KING R E M A R K S: DATE - INSPECTOI12Y��! 14 �� SOF SObTy 7 � o cou TOWN OF-SOUTHOLD BUILDING .DEPT. 765-1802 INSPECT - ' N [ ] FOUNDATION IST [ UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) A [ ] CODE VIOLATION [ CAULKING REMARKS: DATE �'� INSPECTOR rsf so eou 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION I ST ROUGH PLUMBING [ ] FOUNDATION 2ND INSULATION , FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ I CODE VIOLATION CAULKING REMARKS: DATE INSPECTOI17r—�" �� pF SO(/l�, G Q �O couto TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION[ ] FOUNDATION-1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /2 G'. o, o DATE INSPECTOR ` OF SO//Ty�lo ' cou 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: DATE �' INSPECTOR !"pE SO�Tyolo coutm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] _FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �/00 7 - INSPECTOR2?�� RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 ww%ktmksarchitcct.com January 08,2016 Southold Town Building Department P.O.Box 1179 Main Road � II Southold,New York 11971 i JAN — 8 2016 I Re: Zuar House 1905 Bayshore Road T ,,,1.., l;i 0 1 Cy r, Greenport,New York To Whom This May Concern: I have been-to the site and reviewed the wind load strapping. The strapping has been completed. I hereby certify, to the best of my knowledge, the strapping has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, a Mark Schwartz AIA Nlember Asci glean InsLaute of Aichitectme Vold ..rr. WON .�/ -_ AM INaULATION � a t e�'^•�'...�,.r'�R"�.t�----- - per► �;�r� low A r � 'i l�,r 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 ' t Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 511 ,20 Single&Separate Storm-Water Asses t Form ontact: IlI , Approved __,20 Mail to: Disapproved a/c' one: r� l I� I Expiration I o 30 120 tl i _`--2- r T s�� Bu ng Inspector I I APR 23 2015 `rI��•I �� C PPLICATION.FOR BUILDING P RMI ,,'° FEB Date , 20 INSTRUCTIONS BLDG DEPT �rlaa Dio+iljh%I - npletely 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 h'as,not commenced within 12 months after the date of issuance or has not been completed within l 8'moiiths-fr'otn such date. If no zoning amendments or other regulations affecting the property have been enacted in th'e interim,66:8iiilding;Inspector may authorize,�in>iwiting,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 or name, if a corporation) (Mai ng address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises &"Y "AQ &A&Lc"_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) _ Builders License No. 46/) Plumbers License No. /j Electricians License No. 46D Other Trade's License'No`: 1. Location of land:onJWliich: ropo'sed{work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot } Subdivision (' //C )/ , S'Ti�j _Filed Map No. �2� Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building )4/ Addition X Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units O / 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. ///14 7. Dimensions of existing structures, if any: Front S"®. Fj Rear O• A' Depth ,�Q, 1• Height Number of Stories Dimensions o Same'strucfure with alterations or additions: Front � –Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front b G• Rear 5-6,4 Y;.Depth _ AtR Height Number of Stories rY/ j 9. Size of lot: Front ?� T' Rear 77, 42 fT Depth W09500 41.' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9�!> 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 6,A&4 , X7;VljV_A1 18 wiGlE.rS 44AO 14. Names of Owner of premises .Z0,4P Address WagN.Y/lo3D Phone No. Name of Architect Z;6p&/L. IC#W,#A!rz Address Phone No AV 7 4 4/85 Name of Contractor Address ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO 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 foluzdation 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—X' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFWAZe ) being duly sworn, deposes and says that(0 is the applicant (Name of individual signing contract) above named, (So is the A65A ' (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge anGeWW-Qn13UhtQ the work will be performed in the manner set forth in the application filed therewith. Notary Public,State of New York No.01BU6186050 Qualified in Suffolk County 11 Sworn to before me this Commisslon Expires April 14,2 day of 20 Notary Public Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE:February 25, 2014 TO: Michael Kimack(Zuar) 29 Heights Road Fort Solanga,NY 11768-2629 Please take notice that your application dated February 6, 2014 For permit to demolish an existing single family dwelling and construct a new single family dwelling and accessM garage at Location of property: 1905 Bayshore Road, Greenport County Tax Map No. 1000 - Section 53 Block 4 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction on this 29,550 square foot lot in the R-40 District is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, a minimum single side yard setback of 15 feet, a minimum combined side yard setback is 35 feet, and a maximum lot coverage of 20 percent allowed. Following the proposed construction, the dwelling will have a single side yard setback of 9.8 feet, a combined side yard setback of+/-20 feet, and total lot coverage 23%. Furthermore, the proposed construction is not permitted pursuant to Article XXII, Section 280-11613, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." T consWwAiun notes a setback of+/-28 feet to the existing bulkhead. rized Sign e Note to Applicant: Any change or deviation o the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. BOARD MEMBERS *rjF S�(/jSouthold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Q Town Annex/First Floor,Capital One Bank George Horning Ol54375 Main Road(at Youngs Avenue) Kenneth Schneider ��ou ,� Southold,NY 11971 http://southoldtown.northfork.net n ELB-LDGDEPT ZONING BOARD OF APPEALS `"TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF MAY 15,2014 ZBA FILE# 6743 NAME OF APPLICANT: Gary and Kathleen Zuar S.C.T.M. # 1000-53-4-9 PROPERTY LOCATION: 1905 Bayshore Road(adj.to Shelter Island Sound), Greenport,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 22, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 24, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The property is a 29,550 square foot non-conforming lot, with 16,464 sq. ft. of buildable area, located in an R-40 district. The property is a waterfront property with 77.62 feet of wood retaining wall frontage on Shelter Island Sound. The property runs 404 feet on the East side, 75 feet along Bay Shore Road, and 384 feet on the West side. The property is improved with an existing one story dwelling as shown on a survey by Paul Barylski L.L.S. dated June 5, 2013, last revised May 9, 2014. BASIS OF APPLICATION: Request for variance from Article XXIII Section 280-124 and 280-116131 and the building inspectors February 25, 2014 Notice of Disapproval based on an application for building permit for demolition of an existing single family dwelling and construction of a new single family dwelling and accessory garage, at 1) less than code required single side yard setback of 15 feet, 2) less than code required combined side yard setback of 35 feet, 3) more than the code permitted maximum lot coverage of 20%, 4) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to demolish and build a new--2. tory single family dwelling with a single side yard setback of 9.8 feet, a combined side yard setback of+/-20 feet, and a o allot' coverage of 23%where code requires that a single side yard setback be 15 feet, a combined side yard,setback be 35 age 2 of 3-May 15,2014 ZBA#6743—Zuar SCTM#1000-53-4-9 feet, and the maximum lot coverage be 20%. Furthermore the proposed construction notes a setback from an existing bulkhead at+/-28 feet where code requires a 75 feet setback. AMENDED APPLICATION: At the hearing the Applicant was asked to bring the plan into more conformity with the code in regards to the lot coverage. The applicant was also asked to redesign a proposed exterior stair to eliminate an obstruction into a side yard. On May 8th the applicant submitted new architectural drawings showing a clear side yard and on May 12th the applicant submitted a new survey showing lot coverage at 20.99%, thereby bringing the plan into more conformity with the code. ADDITIONAL INFORMATION: This property had a prior variance #5720 (2005) requesting a minimum side yard setback of 10.3 feet and a 29 foot setback to the bulkhead for a deck addition with a patio and screened porch. The Zoning Board granted the requested variances. Additionally, the agent for the applicant presented many variances granted with similar setback relief in the neighborhood as this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 1,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. . Many of the homes in this neighborhood pre-exist building codes and typically do not conform to code required setbacks and lot coverage. The existing and proposed non- conforming side yard setbacks and bulk head set back on the subject property will not change and the proposed non-conforming lot coverage is minimal and similar to other waterfront lots in the neighborhood which are long and narrow and restricted by the buildable area. Over time many small single story seasonal homes in the area have been rebuilt and enlarged as year round dwellings similar to what the applicant proposes. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant proposes to construct a FEMA compliant foundation using the location of the existing foundation. Therefore, the proposed new dwelling and accessory garage will remain non-conforming but will be within the existing non-conforming setbacks. 3. Town Law §267-b(3)(b)(3). The variances granted herein for the single side yard setback is mathematically substantial representing 36% relief from the code. The variance for the combined side yard setback is mathematically substantial representing 33% relief from the code. The variance for the bulkhead set back is mathematically substantial representing 73% relief from the code. The variance for the lot coverage is not mathematically substantial representing 5% relief from the code. The applicant provided the Zoning Board with many other variances granted with similar setbacks. The proposed new dwelling will maintain the existing setbacks and the applicant reduced the size of the accessory garage to be more conforming to lot coverage. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of requested relief for the single side yard setback, the combined side yard setback, and the bulkhead setback and grant of the amended relief for the lot coverage is the minimum action necessary and age 3 of 3-May 15,2014 ZBA#6743—Zuar SCTM#1000-53-4-9 adequate to enable the applicant to enjoy the benefit of a new single family home with an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for the single side yard setback, the combined side yard setback and the bulkhead setback and GRANT of the RELIEF for the lot coverage as amended and shown on the survey by Paul Barylski, L.L.S. dated June 5, 2013, last revised May 9, 2014 and the architectural drawings by Mark Schwartz, Architect dated May 6,2014 and labeled A-1 through A-8. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). C�fv4 Leslie Kanes Weisman, Chairperson Approved for filing /� /2014 Em e� F, - � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8452 DATE: JUNE 18,2014 ISSUED TO: GARY & KATHLEEN ZUAR i r PROPERTY ADDRESS: 1905 BAYSHORE ROAD, GREENPORT SCTM#53-4-9 AUTHORIZATION Y• j Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in j accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 18,2014,and in consideration of application fee in the sum of$250.00 paid by Gary&Kathleen Zuar and subject to the Terms ; and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the j following: c I Wetland Permit to demolish existing one-story dwelling and deck; construct a { two-story+/-1,904.6sq.ft. dwelling with+/-703sq.ft. enclosed covered porches, a+/- 450.9sq.ft. deck,and+/-344sq.ft. outdoor shower area; new sanitary system; install I stormwater management systems; with the conditions to establish and subsequently maintain a 10'wide non-turf buffer landward of the retaining wall; a line of staked hay i bales with silt fencing be installed on landward side of non-turf buffer prior to and during construction; and gutters to leaders to drywells be installed for roof runoff; and as depicted on the survey prepared by Paul Barylski,Land Surveyor, last dated February 4,2014 and stamped approved on June 18,2014. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, j and these presents to be subscribed by a majority of the said Board as of this date. j John M. Bredeme er III �o�OgUfFO(,�-cOG — I s� y i -- John M. Bredemeyer III,President ��®f SOUp�OTown Hall Annex Michael J.Domino,Vice-President ,`O �® 54375 Route 25 P.O.Box 11 Glenn Goldsmith it Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Charles J. SandersO Fax(631) 765-6641 �yC®UNil, � D (EclRo%q D BOARD OF TOWN TRUSTEES SEP 2 8 2016 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE BIDING DEPT. TOWN OF SOUTHOLD # 1276C Date: September 28, 2016 THIS CERTIFIES that the demolition of existing one-story dwelling and deck; construct a two-story+/- 1,904.6 sq ftdwelling with a+/- 703 sq. ft. enclosed covered porch; a +/- 450.9 sq ft deck and a+/- 344 sg ft outdoor shower area; new sanitary system; install stormwater management systems-, with the condition to establish and subsequently maintain a_ 10' wide non-turf buffer landward of the retaining wall; a line of staked hay bales with silt fencing_ be installed on landward side of non-turf buffer prior to and during construction; and gutters to leaders to drywells be installed for roof runoff; At 1905 Bayshore Road, Greenport Suffolk County Tax Map #1000-53-4-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 12, 2014, pursuant to which Trustees Wetland Permit#8452 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 existing one-story dwelling and deck; construct a two-story+/- 1,904.6 sq ft dwelling with a+/- 703 sq. ft. enclosed covered porch• a+/-450.9 sq ft deck and a+/- 344 sq ft. outdoor shower area; new sanitary system; install stormwater management systems,• with the condition to establish and subsequently maintain a 10' wide non-turf buffer landward of the retaining wall; a line of staked hay bales with silt fencing be installed on landward side of non-turf buffer prior to and during construction; and gutters to leaders to dells be installed for roof runoff. The certificate is issued to GARY &KATHLEEN WAR owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 AM& SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 NEW Phone: (631)444-0365 • Fax: (631)444-0360 Martens' LETTER OF NO JURISDICTI _ ^ T --'c�missioner _ n,� April 16, 2014 �**401 I Cpoj4-14 Ms. Kathleen Zuar L � 28 Willets Lane Manhasset, N.Y. 11030 Re: UPA#1-4738-03405/00002— "' -b'F-- 648LT °LD Facility: 1905 Bayshore Road, Greenport, N.Y. SCTM #1000-53-4-9 ' Dear Ms. Zuar: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the retaining wall greater than 100 feet in length constructed prior to 8/20/77, as evidenced on AeroGraphics Corp. exp#73-2045 dated 4/6/76 and shown on the survey prepared by Paul Barylski dated 6/05/13, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Si cerel , san Ackerman Deputy Permit Administrator cc: Michael Kimack, Habitat-TW, File Enc: Voided check# 7053 y I r �� Scott A. Russell � � SUPERVISOR � N[A\NA\GIENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 ' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - - -- - - - -- - - -- --- - ------ -DOES THIS THIS IPROJ ECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK 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. ®0"C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®�3'1). Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®nE. Site preparation within the one-hundred-year floodplain as depicted on-FIRM Map of any watercourse.- El atercourse.®0"'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 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. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: DisU Ict NAME SC� �Z - 0, _,3 + 1 P7-3'_1 IP-0 I Section Block Lot = 17OR BUILDING DEP!A4TNIENT LSL ONLY Contact Information -7' ,l diphcne Nwnbcr; Reviewed By Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — ® Approved for procebsmg Building Permit Stormwater Management Control Plan Not Required t� Oce f- 1V`ted Stormwater Management Control Plan t�,Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 0� SOUT�Q�o - Town Hall Annex Telephone(630 765-1802 54375 Ma I2earl v, az(o"3 i)76-5 5�2 P.O- Box L179 G� Q roger.richert(a town.sout�io d.ny.us � �O Southold,NY 11971-0959 O , UfSI`[I BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION BY!REQUESTED - ��C�'cC 1� v� Date: 1Company Name: t��a+e CC lZG r a .z,iJ Name: - License No-: . Address: rO• 6 �4 (�ta� GU l (� I " Phone-No-: -- - JOBSITE f NFORMAPON: (Indicates required-infortnafion) *Name: "Address: J *Cross Street: *Phone No.: Permit No_: Tax-Map District: • 1000 Section: Block: Lot: _ T *BRIEF DESCRIPTION OF WORK(Please Print Clearly) � ) MP, ( � � _4rte- _ �-� ` 0 C-1 (Please Circle All That:Apply) *Is job ready for inspection: YE NO. Rough In Final f *Do-you need a Temp Certificate: YES NO ' Temp Information (If needed) *Service Size: �Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 01 V t9 82-Request for(nspecbon Form j DDD-�"3-Y 9 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET Q VILLAGE DIST. SUB. L 1 �. � I,, •Z cu% 3 SHo iz� �. �.�j I Q - r c'tom ��'c•�. c�-d/1� FO ER 01N ERutajy She N E ACR. �,= Q sk► a a Ie N. u ki k- S W TYPE OF BUILDING / Id faz F RES. 11/6 $AS. VL FARM COMM. CB. MISC.' Mkt. Value LAND IMP. TOTAL j DATE REMARKS.11 6 656 3160 /z i 79 31D, Pek. /oof/S;r ,6Z& XJD,7 V ,EC 49.20 0o x300 -� 5DC7 a- ?3ao �{so i, goo / s �7�7 c� Aq CL 6Mrfs 9 i 9S-L y 37 75- �tKdsk, �n Mufk�skr fr�tS,leP �/l� AGE BUILDING CONDITION IF NP NORMAL BELOW ABOVE RtM Acre Value Per Value Acre �� -Z a6q 03 -ZZ `''�• lJ I Tillable 1 Tillable 2 Tillable 3 Woodland i Swampland FRONTAGE ON WATER 7�� 3 iD Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK V ' COLOR / AT i ' TRW A4 7Z ? . ✓� /o V y • M. Bldg. y+ Foundation C-13Both Dinette Zo.( ExtensionX/J Basement d �� Floors / /�. K. Extension Et. Walls _ Interior Finish w �` �� LR. Extension �,� /6 Fire Place �Vp� �� Heat 6/� �/,liJ DR. Type Roof , Rooms Ist Floor BR. vc 2� d Recreation Roo Rooms 2nd FloorFIN. B. Porch Dormer i Breezeway Driveway Garage Patio Total r ; AFS } o- 13 i d ORM Nk AP A Go sk: earth feet' 200 meters 80 + t + SURVEYED FOR: GARY & KATHLEEN ZUAR FINISHGRAOEN PROPERTY LOCATED AT ARSHAMONAQUE INLET ■ ■ • �,' Mita. �� y Af LOT No. 31 FROM SEPTIC TANK 22• AAx. P/0 30 AS SHOWN ON lie'PITCH j 690 AMENDED MAP "A" PFCONIC BAY ESTATES 4-0 IA MlN. 0 0 0 0 0 �6 �8• �& js CLASS 2400 0 FILED: MAY 19, 1933: FILE No. 1124 2 -,3y 4- l TOWN OF - SOUTHOLD C01 4A -8.0 CIA LEAACCHINGO LO � '' (c"�<cj � q�d SUFFOLK COUNTY. NEW YORK O O S.C.T.M. # 1000-63-4-9 \CROSSOVER PIPES ' LEAN LL NSTH s TOTAL LOT AREA 29.550 SF = 0.6784 ACRES GRAVEL MATEAND RIAL �� GROUND NATER ®' E � MAY 129 2014 UPLAND AREA = 16,464 SF. F _ TYPICAL SANITARY LEACHING POOL ��\e h6� 13®ARIDOF PPEAIS SCALE: 1"=;40 - I � (N.T.S.I 6' NOTE: THE EXISTENCE OF RIGHT OF WAYS, e Sg ORELIN f WETLANDS AND/OR EASEMENTS OF RECORD .Ip LOCKING CASTING h IF ANY. NOT SHOWN ARE NOT GUARANTEED. WETLAND FLAGS IV TO GRADE m BY SHAWN BARRON �TFR /Y. 6-11-201 6`SE h COVERAGE CALCULATION: ®t3 24•• t' MIN. 24'1�,, r MAX. � tiG WALL BEACH PITCH 20' 2B' A 6• MIN TOP HOUSE = 1.429• SF. „gym Q, 0.4'/N AREA 4' OIA SLAB OECKS.PORCHS = 890 SF p'� 5��, 1 REGAIN cLat E 4�® mAb jq�w1.429 + 890 2.31'9 SF Over; 0 C`p WALL OR EQUIVALENT, PITCH 2.319/29.550 = 0.085 QI �� ,�+`L�p�j WALL 7 1 � '`m a.0• m '� 4'DIA 2.319/16.464 = 0.141'/• UPLAND AREA <0 D� O.e'/N ,�� \ 0 �O DEPTH - DL PiPez4ee 5' , PROPOSED `9 yv VEGETATED +�L OR EQUIVALENT �' ENCLOSED p p PROPOSED COVERAGE CALCULATION: � Q` tPORCH N AREA o�1 x Opto.a' ~J� RES E r'tl �+ �< Q GIA. HOUSE WITH PROP ADDITIONS = 1904.6 SF. s.fi/s �wm g O SEPTIC TANK GARAGE = 363.3 SF. PROPOSED PROP PORCHS 472.6 + 230.4 = 703 SF. ADDS ION r EXISTING DECK 450'.9 SF. - °q°Fcr i a� C TYPICAL RECTANGULAR SEPTIC TANK SHOWER = 34.4 SF -o ORCH j0.7,/s �A ' mFm jjs �m � je GOA FENCE 10.5 'A p• ,�. WETLANDS/ ^ TOTAL 1904.6+363.3+703+450.9 O,o °s�� ` 1.2'/N RETAINING WALL • `I +34.4 = 3456.2 Q,+ s +� �'a °ajy ',�'�. Bldg Dept copy from ZBA O ALTERATION �STATE �nSOvLAW. A VIOLATION 3456.2/16.464 ,� ? je. �� r �6 HSE �• • �? m je a ' le.ri'/N ,tiL Final reviewed documents OR NAP BE�� LAM A�Eyp�� = 20.99/. (UPLAND AREAL 1 ti 6 °' a ZBA F' # EMBOSSED SEAL VALID GARAGE � GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO /SPOLE r�. LP ® SIIOWER �� Date,-'-->/ I I THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO EP LP L 16 lif.2'/N O•��4L THIS TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION • v LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTTTUTIOK TEST .' 10 a` El? `� c �` GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL �� LP LP t PROPC EO .� INSTITUTIONS OR SUBSEDIENT ONNERS. TEST HOLE DATA HOLE '•A3 2j BQj•�• I J LANDING �) � � •e ��- •, off°••• �� (NOT TO SCALE) O. `1O BY: ROY K. REISSIG. PE �� h.•'•. B-8-2013 011:00 AM IPE ti +' .PROPOSED p POLE GRADE EL." 7.5 (NANO 19881 qQ` ;'• iVE•:• GARAGE G 0 , Q� PIPING SEPTIC TANK PIPING 8L PIA GRADING GRADING 0.0' - 0.3• TOP SOIL PT11.0 L F s rh 0.31 - 3.0• SILTY SAND SM C - ,' ' LOCKING CASTING \> b• ® d EXISTING 3.0' - 8.5' r �` J 9• TO GRADE 0 pROP. GROUND 0 BROWN SAND SW � Fi ` WATER X s, 'OO, / ��G A < 1' p1IN 1' MINREA OF PROPOSEDRADE WET SAND SW RO F' o� �V�rpO U 1/4• 2' MAX 4. DIA 2' MAX FILL - H 9.0' AND GRAVEL �2, Q p0 �1� GJ PITCH ROPOSED MIN. m A ,� +� o��• SURVEYED BY: 4•DIA SEPTIC T N 1,6. C3 C3 a C2 o ros I �� Po E' ��c,•0 PAUL BARYLSKI LAND SURVEYING ' MIN. ��4 0 � � � � � FLOOD ZONE FROM FIRM 4,�� +10r` PATCHOGU'E 'NY 11772 °QT„ m y`m v a c 0 PHONE 631-2'94-6985 FEMA MAP # 36103CO159 `'7� FAX 631-627;3186 00LL'� = 0°� C0L1AR 1.6 COMMUNITY T/0 SOUTHOLD 360813 F +d OACKI<u.L IrtTM HIGHEST 'PS PAULBARYLSKIoYAH00.COM Tem GROUND NAEXPECT TER GRD. WATER ELEVATIONS = NAVO 1988 14" JUNE 5. 20111 ADDITIONS2-4-2014: PROP 1271-2A rOF 5-9-2014: PROP. GARAGE SANITARY SYSTEM DETAIL + 1'+ FINISHED FOR: GARY & KATHLEEN ZUAR GRADE-\ 0/ � '�,�• !; � � � iS ,J �_� U Cj L� Uj PROPERTY LOCATED AT ARSHAMONAQUE INLET • - ;,M I �d 1 '. FROM SEPTIC TANK 2' MAX.✓ Ci LOT No. 31 & P/0 30 AS SHOWN ON Ile.PITCH ''`' 1j s9° �S' NOV �I 20i4 AMENDED MAP "A" PECONIC BAY ESTATES CSA°ss 24eeg14 0 0 0 0 0 6 08, O� 1'S FILED: MAY 19, 1933: FILE No. 1124 3.0' MIN i �7 BLDG DEPT TOWN OF S O U T H O L D to COLLAR 8.0 DIA LEACHING POOL- "� SUFFOLK COUNTY, NEW YORK O O i °� �0� ^!�i�r ourHouo a SOV PIPES S.C.T.M. # 1000-53-4-9 BACKFILL WITH r TOTAL LOT AREA 29.550 SF = 0.6784 ACRES CLEANSAND AND ink GROUNDWATER UPLAND AREA = 16.464 SF. SFr TYPICAL SANITARY LEACHING POOL ,L SCALE:_ 1"=40 1 �� _ _ (N.T.SJ �SUF LI{ COUNTY DEPARTMENT OF HEALTH SERVICES NOTE: THE EXISTENCE OF RIGHT OF WAYS, 6 ss 5-HOR 2813E ERMIT FOR APPROVAL OF CONST RUCTION FOR A WETLANDS AND/OR EASEMENTS OF RECORjD Excavation Inspection aired WETLAND FLAGS �I 4RER E IF ANY. NOT SHOWN ARE NOT GUARANTEED. BY SHAWN BARRON_ �TFR T ylG SINGLE FAMIT RI ESIDENiCE ONLY ForSanitarySystem6-11-2013 \s�s_2y NOV p 7 2014 COVERAGE CALCULATION: y Health Department � ►TALL.. EACH HOUSE = 1,429 SF. m AREA \ r DECKS.PORCHS = 890 SF �e, .,- CONC. c O G ,,� RETAIN. /�,PYni�vim 1,429 + 690 = 2.319 SF o J,�� WALL ---�-- �---® 2,319/29.550 = 0.0B5 I WALL FoP., P411A I � �� F EBF ',;, Q IQ �� 0.8'/N �� i 6`Jr ��SicLiO: 2.319/16.464 = 0.141/ UPLAND AREA `' x, s O EX , -� -�• ' YE'ARS �, ENCLOSED O POSED6 Ov VE AREA ED 1�� ,,, s1c . , I F:R `1?': �i s :',: : � 01�T �J% i' i �}trA� PROPOSED COVERAGE CALCULATION: ,� �� PORCH g'`' �Q c p�4o °tK x RES � � •• ', T7!°O H OUSE WITH PROP ADDITIONS = 1904.6 S F. s.e/s ,� roltiC nment of existing sanitary gystem must he icy LOCKING GRASSING GARAGE = 363.3 S F. PROPOSED SO YED tib' ,' ?e��' ` rmance with department requirement Suet oP PROP PORCHS 472.6 + 230.4 = 703 SF. r� , +ls S '' completed form r1 ADDITION rs b o�F,c Wim• . �' __r L0 as prooff 24• 2' MAX. 24• EXISTING DECK 450.9 SF. b SHOWER = 34.4 SF q PORCH 2a. T �® rll -I c F`'�`� ' b' ! 1.1 20' 20' 6' MIN TOP '0 APA�F Tylrsr e 6 00 FENCE 10.5' CLASS 4' DIA MIN. b W, SLAB AREA OF p• r°S P.� YlY e_ `�O 1.2'/N WETLANDS/ �° 240e A 6 �� i9 TOTAL 1904.6+363.3+703+450.9 EXISTING SANITARY CD O mFoa�000 RETAINING WALL �O 6A, PIPE o� I/B. PITCH FACILITIES TO BE REMOVED '� o �, Fo l�sF 69 /r OR EQUIVALENT z I`' a +34.4 = 3456.2 �+ s ;�mti� °A° 9s �'oti°err °�� e '°E L-m 4.0 c�Ass MIN. 3456.2/16.464 0?T S�° 9 y g lQ j DEPTH EOUIVAL 00 e�#/N �( OR 20.99% (UPLAND AREA) / �lti ;n8 °°� b® rs �• � PIPE r GARAGE POLE �� EP _. �' m SHOWER 3 G ® 8.0' 10.2'/N O�Ovti TEST ,'` �mti?^ p EP �: PROPOSED vQJ SEPTIC TANK EHOLE `'_ B :LP I LANDING �I ob 050782 1000 GALLONS TEST HOLE DATA ��, (NOT TO SCALE) �0. `�� ;• ^rre ' LAN® TYPICAL RECTANGULAR SEPTIC TANK BY: ROY K. REISSIG. PE .PROPOSED o b POLE 6-8-2013 011:00 AM PIPE trti.•ti' ' B. GARAGE 5� GRADE EL.= ?.5 (NAVD 12BB1 \ 4• o a 10' 4' X 8 15' 8' DIA 20' MIN. 10' MIN. F O' Q `� Q • UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION?209 OF THE NEW YORK STATE EDUCATION LAW. PIPING SEPTIC TANK PIPING L.P. GRADING GRADING 0.0' - 0.3' TOP SOIL PT L�t� \ , ••RIVE'• TED ,• QOQ` '�� !v� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 'yF�� ••• •• ,ice\ ••••E REQ-OC�...• tiJ OR EMBOSSED SEAL SHALL NOT BE CONSIDEREO TO BE A VALID TRUE COPY. 11.0 �L) \• ? �:••• QQ GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO FF. EL. 0.3' - 3.0' SILTY SAND SM �.•. /J THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO •` i tom. v. THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LOCKING CASTING ;! 11%, \J GAO/p• LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 3 g5 TO GRADE 0� PROP. GROUND 0� EGRADEG 9<, h SIX - 6.5' J• lS 1 BROWN SAND SW 6, �, GFi GUARANTEF_S OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL lfl 6, WATER � � '�3y�'P •0 Fi c1 INSTITUTIONS OR SU13SEOUENT OWNERS. < I/q• 1' MIN 4' DIA I' MIN '*,AREA OF PROPOSED 6.5' - 9.0 WET SAND SW X, !F f 0� ��'e y/�� Y�J�yO UL 62 PITCH �� 2' MAX MSB: 2' MAX FILL AND GRAVEL '`� �. < �F �� o o�� SURVEYED BY: �"'' OIDIA z; •pRO SEPTICD tih o 0 0 0 o r s < � E P��G ev PAUL BARYLSKI LAND SURVEYING " �� fO TANK ALL"' 4`aJ o 0 0 0 °A 29 PATCHOGUE NY 11772 °E"N N FLOOD ZONE FROM FIRM O PHONE 631-294-6985 N. FEMA MAP # 3 610 3 C 015 9 'O COLLAR00� COLLAR 1.5 COMMUNITY T/0 SOUTHOLD 360813 G�<�� O FAX 631-62�-3186OR ILL r '� PAULBARYLSKI®YAHOO.COM == CLA. EANSANDWITH NDm� HIGHEST ELEVATIONS = NAVD 1988 why JUNE 5. 2013 GRAVEL MATERIAL GROUN WATER G 2-4-2014: PROP ADDITIONS 1271-2A 5-9-2014: PROP. GARAGE CHANGE SANITARY SYSTEM DETAIL SEP 8 20% I ;BUFF.CO.HATH SERVICES i IL OFFICE OF WASTEWATER MGT. SURVEYED FOR: GARY & KATHLEEN ZUAR PROPERTY LOCATED AT ARSHAMONADUE LOT No. 31 & P/0 30 AS SHOWN ON S 69. AMENDED MAP "A" PECONIC BAY ESTATES �j608,3 �0� lS,L FILED: MAY 19, 1933: FILE No. 1124 ro, 3'F TOWN OF SOUTHOLD 'Al SUFFOLK COUNTY. NEW YORK . Q10 �m� S.C.T.M. # 1000-53-4-9 TOTAL LOT AREA 29.550 SF = 0.6784 ACRES UPLAND AREA = 16.464 SF. GFr� SCALE. 1"=40 F`\e 46ti NOTE: THE EXISTENCE OF RIGHT OF WAYS. e S6 SR2 13E WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. WETLAND FLAGS 4pp4RE BY SHAWN BARRON �TFR T yfG FLOOD ZONE FROM FIRM s-11-2013 _ s'S,2�F/y FEMA MAP # 36103CO159 WALL BEACH COMMUNITY T/0 SOUTHOLD 360813 3 CONC. 0.4'/N AREA RETAIN. ELEVATIONS = NAVD 1986 LL WALL 0.8'/N SFS 0��01 VE AREA\ 1�� Dc X. FOUNDATION O�F RFT f�0 Dc� Q + 44 10.r/s .0, rti� 5 Q 1 2015 pcx� N ��tic r 4.8 FENCE 0'9 WETLANDS/ 1.2'/N Q 9/rJ� m RETAINING WALL �� Je 2ti4 S FOUNDATION POLE F100T0INSS / pF NE 6' BAR ,S� O e O� co 3 P PIPE �ti/Ory �� ry°L' °� O-' '0F0 \ Q a° ��,0 C) �O o50782 LAND S SURVEYED BY: �Gv� PAUL BARYLSKI LAND SURVEY-ING st0 POLE* ��e� 0v PATCHOGUE NY 11772 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CSZ %0 ��0� PHONE 631-294-6965 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAM. O FAX 631-627-3186 A VALID COPIES OF THIS SURVEY MAP NOT BEARING THE LAND VALID T INKED P A U L B A R Y L S K I a Y A H 0 0.C O M OR EMB�SED SEAL SHALL NOT BE CONSIDERED TO BE A TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO JUNE 5. 2013 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 2-4-2014: PROP ADDITIONS GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 5-9-2014: PROP. GARAGE CHANGE INSTITUTIONS OR suBseouENT OWNERS. 1271-410-15-2015: FOUNDATION LOCATION L J r' I SURVEYED FOR: GARY & KATHLEEN ZUAR I `-�^�, ►• PROPERTY LOCATED AT ARSHAMONAOUE LOT No. 31 & P/0 30 AS SHOWN ON AMENDED MAP "A" PECONIC BAY ESTATES FILED: MAY 19. 1933: FILE No. 1124 I "n U, /]V - f� X62' 08`33•• O� `�,L TOWN OF SOUTHOLD I 1 ✓ i °� (cq�cF ��d SUFFOLK COUNTY. NEW YORK U '� S.C.T.M. # 1000-53-4-9 SEP - 9 -9916 Q1° 3mZ TOTAL LOT AREA 29.550 SF = 0.67B4 ACRES �v�~ UPLAND AREA = 16.464 SF. EUHMINGruL.IPT. GF` SCALE: 1"=40 TOWN OF SOUTHOLD e X62 NOTE: THE EXISTENCE OF RIGHT OF WAYS, e sl1QRE`1N WETLANDS AND/OR EASEMENTS OF RECORD \ IPP 6`5-201.3 IF ANY. NOT SHOWN ARE NOT GUARANTEED. WETLAND FLAGS '1RF BY SH-11AW BARRON ITER T HIGy 13 FLOOD ZONE FROM FIRM s�s.2\e WALL \ FEMA MAP # 36103C0159 � 0.4'/N BEACH COMMUNITY T/0 SOUTHOLD 360813 �3 CONC. ° RETAIN. ELEVATIONS = NAVD 1986 °\o, WALL NOTE: WATER SERVICE AND Q1 WALL \ O`��0, SEPTIC SYSTEM LOCATION BY OTHERS cc `�9 � VEGETATED .`L � AREA �� OFFSETS TO FOUNDATION RES. +�F RFr,�000 x, rtiftic � tK txO� e� rr,� tO "1 ( 10k. (�2a. OOc. SP P� x, +� ,Q A' r?r -�' p0 10.5' �l �� , iv FS p 0", 9 9, �p FENCE WETLANDS/ �• ', \ 0� C 3 r��tj� h 1.2'/N RETAINING WALL }-• �a� 1 N \ tK' / 1• L 9 ti 9 ti c e.S 'r D., `4 m v 33 Q CF `�tip` �i O N }' ar _2 o M �G ST e oO p r 2,'k �'- a;j _ o 3 POLE 31.6•�Cy 4 AS RES. PUV BA Y�sr 1 g- 19 rC� 43.6 10.7'/N i - ` ' ..• _ .m GARAGE 10.0'/S / LPS ,tiG eK vn, ; IeV '�3 , ? c ��• fop �'�' �`�� S� as07a2 fir, '� `� / o - 1 O , xd; �: l � c""'.,� LCF` \ / �, / '``L'Lry '�� •' , -:7 c T \ ) p J Q - ca - �g c 0• m .� A s' ��o y SURVEYED BY: 70��,f�Fa\\ PAUL BARY-LSKI LAND SURVEYING r, PATCHOGUE NY 11772 r 01, POLE GRO��j•0 i PHONE 631-294-6985 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION v' !� y1� ;j FAX 631-627-3186 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED �O P A U L B A R Y L S K I c Y A H O O.C O M OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. .JUNE 5. 2013 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO '_` N THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION IE " I 2-4-2014: PROP ADDITIONS LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION ��D_ l 5-9-2014: PROP. GARAGE CHANGE GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 10-15-2015: FOUNDATION LOCATION INSTITUTIONS OR SUBSEQUENT OWNERS � � �? 6-9-2016: FINAL SURVEY 1271-5 Julll, ID ARCHHTEC11 S October 29, 2013 Mr. Michael J. Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 1015 Kimberly Lane ome issues in connection with our recent filing for a�►'~ JDA ruse. �� P, 4 n louse has two (2)bedrooms on the first floor and three ---- � —posed scope of work increases the floor area by adding =_ r),U oom. Based on your interpretation of the plans, this -__ - )edroom. The issue raised with a sixth(6a') bedroom is -- ' be modified to address this additional room. Based on riteria, this additional sixth (6t ) bedroom falls within - AUD sign criteria and changes to the septic system would oof Areas and Site Drainage (please see diagrams attached hereto): The proposed scope of roof areas for the existing house that are affected by the proposed project are as follows: To be removed: Two (2) east second floor porches and overhangs (692 S.F.) To be added: One (1) new roof over a screened in porch. This porch sits a top of an existing deck area(300 S.F.) To be removed: Three(3) steps and deck area(77 S.F.) To be added: Three(3)reconfigured steps to grade-2 conditions (72 S.F.) To be reconfigured: Two (2) west facing dormers with no additional roof area added (Area reconfigured is 332 S.F.) It is our professional opinion that due to the fact that we are not increasing the footprint the existing drainage conditions comply. S.M. BERGER ARCHITECTURE P.C. P.O.,Box 222113,Great Neck,New York 11022 ■ Tel: (516)773-7365 ■ Fax: (347)436-9517 REVISIONS: .... -.-.-.-.-.-.-.-.-.-.-.-.-.-.-. . •:_ 'ecevw � a ;R Q U h a L,L—LLLL-1 11 1111111 o ® ® PE x 4 mIM® �� U m � 4 - M I 111111111 11 1-111111111-1- LLLL ® ® ® Ell O a w CZ) SOUTH ELEVATION A SCALE: 1/8" = 1' Bldg Dept copy from ZBA f, Final reviewed documents y ............ ._ ZBA Fil # N z Date: / ? DRAWN, MH MS SCALE* 1/4"=1'-0" EXISTING SOUTHELEVATION JOB#- SCALE: 1/8"=1! May 0e,2014 SHEET NUMBER,,, i r i A-1: REVISIONS; ._._. .......................................... •::�.:- 0 N m n U � m 1111111 Hill rn a I <V M - H r 11111111 Hill ® ® o ® W o. o In o� ay o00000000000000000011 El [l 0oo00000 000000 000000 000 00000 000 96 0000000 00000000000 00000000000 000000 W s• 0000000 0000000000000 000000 o � PROPOSED EAST ELEVATION Q SCALE: 1/8"= 1' Q� a � tra EXISTING EAST ELEVATION SAMH,MS SCALLEE- I/4"=1'•On SCALE: 1/8"= 1' JOB# May 06,2014 SHEET NUMBER y A-2 REVISIONS: -----•-------------------------- - 0. oo� N U o � u O Q Q G T ak, a I N M ® 00 ® EmlW 1"Al 11 F A, 1#4 a> —• — ,• _._.— o�o�o�o�o�o�o�o�o�o�o�o�o 0 0000,0000000,000,000000000, o 0 0 000,000, � �x Z �z PROPOSED NORTH ELEVATION SCALE: 1/8" = P A � rs; EXISTING NORTH ELEVATION DRAWN MH Mg SCALE: 1/8" SCALE• 1/4"=1'-O" JOB k May 06,2014 SHEET NUMBER A-3 REVISIONS: All19, ._..._.-..._...--- ....._._..........._ . •:...:- 0 - - � d o I m1 1 1 11 L 11 a M I M rrtew. Vl tE ME ® 000 El 11 J- III ap -•—'- 0000 000000000 0000000000 00000000000000000000 v VF] 00000 00000000o0 00000000000 a - � W PROPOSED WEST ELEVATION A SCALE: 1/8"= 1' ■ a m z z 6-7 EXISTING WEST ELEVATION DRAWN MH/MS SCALE: 1/8" = 1' SCALE 1/4"=11-0" JOB 4. May 06,2014 SHEETNUMBER A-4 REVISIONS: — _ PROPERTY LINE Bo C V Q N All7Vii 1 a Z a n U � DEN BATH No.1 H 9 O E h O so N ,c Z n N LN— Y. Q V ROOM o a WALK-IN CLOSET e N El ----- --- W 0 � O DECK FALL/WINTER cn _ — _ LIVING ROOM ENTRY Q— PREVAILING WINDS 96•„°,A. PORCH (FROM NORTH—WEST) A - z a PE A Q PROPOSED 1ST. FLOOR PLAN KITCHEN ENCLOSED PORCH is•t°xta c DW PROJECT} NORTH ACTUAL a cro.S�. dy NORTH O FF••I}••�{ xi pOp..., PINING xi5OM LIVING SPACE: ENCLOSED PORCH: COVERED PORCH: DECK W 14 4. -0' EXISTING: 1394 9 SQ.FT 270.7 SQ.FT. 48 0 SQ,FT. 550.7 SQ.FTtn. OPROPOSED: 1762 3 SQ.FT 221.2 SQ.FT. 491.0 SQ.FT. 587.2 SQ.FT N Y V o Z ® DRAWN* MH MS jSPRING/ SUMMER JOA SCALE* 1/4"=1'-0" PREVAILING WINDS May 06.2014 (FROM SOUTH—WEST) SHEET NUMBER' PROPERTY LINE — A-5 REVISIONS: 1.1011-11,1/A• 0 N ® .11 If 0 U MM aZ 911 fill 111111 111 U [p - - o -. - Ill o a ilIlIr �ER ® ® 00 { m COO PROPOSED SOUTH ELEVATION PROPOSED NORTH ELEVATION SCALE: 1/8"= 1' SCALE: 1/8"= 1' W w H w w z o o ® - - 11111111 fill0 •- rA 11 111111 1 11 if 1 11 1111111111 1111 1111 11 fill 11111 .10 I fill 1 11111 c o -- - PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION SCALE: 1/8"= 1' DRAWN. MH/MS SCALE: 1/4"=1'-D" SCALE: 1/8"= 1' JOB4. May 06,2014 SHEET NUMBER A-7 REVISIONS: o`TVii �M; 0 U ci o 8 17'-4" r a ................ I............ vuu PULL .....STAIRS ..... DOWN STAIRS STAIRS CA 10 rn A a I17,_4„ l r s F PROJECT NORTH ATTIC PLAN E PROJECT NORTH PROPOSED FLOOR PLAN SCALE: 1/8"= 1' SCALE: 1/8"= 1' ACTUAL � ACTUAL q �1NORTH NORTH d P0¢0 N DRAWN MH/MS SCALE 1/4"=1'-0" JOB#. May 06,2014 SHEETNUMBER A-8 FINISHED m SURVEYED FOR: GARY & KATHLEEN ZUAR GRAMN ,. PROPERTY LOCATED AT ARSHAMONADUEAPPROVED By' �l INLET V MIN. LOT No. 31 1& P/0 30 AS SHOWN ON FROM SEPTI` T""" �h �' MAX. BOA S '�'. JUN 2 0 2014 RD OF TRUSTEES ) S ,� 1� 4• D1 m o 0 0 0 0 TOWN OF SOUTHOID •6 9X08, O .lam AMENDED MAP "A" PECONIC BAY ESTATES _- ... ....: _- FILED: MAY 19. 1933: FILE No. 1124 �`"� 'I� TOWN OF S O U T H O L D COLLAR 8.0� LEACHING POOL 0 � _ ATE g l F , SUFFOLK COUNTY. NEW YORK C O Or -gin ��• �° cJ S.C.T.M. # 1000-53-4-9 W ROSSOVER PIPE IL BACKFILL NrM CLEAN SAAND e�_ iSy x ID TOTAL L 0 T AREA 29.550 S F = 0.6784 ACRES /GRAVEL MATERIAL GROUND WATER / UPLAND AREA = 16.464 SF. SCALE: 1"=40 TYPICAL SANITARY LEACHING POOL NOTE: THE EXISTENCE OF RIGHT OF WAYS, '8 SNpRE�INE WETLANDS AND/OR EASEMENTS OF RECORD �pp - LOCKING CASTING IF ANY, NOT SHOWN ARE NOT GUARANTEED. WETLAND FLAGS ` AR TO GRA BY SHAWN BARRON \l F, T DE y�C COVERAGE CALCULATION: �Yg ¢,�,�/T s-11-;x013 6-5�2\F y 24 1 MIN. 24 AT/O � OPL�.PyyLly� D._._. �L WALL BEACH ` 1/4• PITCH 28! 2 MAX. 49' 44* MIN TOP HOUSE = 1.429 S F. PAP'010WlY LAV 4 3 `� CONC. 0.4'/N AREA 4. DIA MIN. SLAB DECKS.PORCHS - 890 SF °'� cj 1 RETAIN. PIPECLASS 24®0 m° m J� 1.429 + 8 9 0 =-2.319 SF °%`lv�� !�Q WAL OR EOUIV/ILENT . z 0 t I/8. PITCH `V 2.319/29.550 0.085 11 4r ,� �Q WALL •� m= ® 4.0• � DIA MIN. 2.319/16.464 = 0.141% UPLAND AREA +1 O� x, 8. s �`� ` �� !�Q DEPTH �L�ss 2480 , PZPLr C.)- �4j PROPOSED �• 'B O�, VE AREA ED �• LQ OR EOUIVALENT �� OO ENCLOSED � .� PROPOSED COVERAGE CALCULATION: DK. PORCH h �F O oDc� x, a� EXIST. DW /7 f0� �� HOUSE WITH PROP ADDITIONS = 1904.6 SF. 9ReE s .s ;•.��• tirtic �� SEPTIC TANK GARAGE = 576 SF. PROPOSED �O PROP PORCHS 472.6 + 230.4 = 703 SF. ADDITION r in yrs �- .: '� NS �ta, �.^ , . E��. �, EXISTING DECK 450.9 SF. PORCH ', AR I ' '��..'iL_ R 'S'.tG�9LAr� SEPTIC TtitiK STEPS 8 LANDING 49.8 + 94 = 143.8 SF. 'q C '0 18.7'/S v��rrs� y� re 00 CO `jy SHOWER = 34.4 SF FENCE�?� , , •e OWETLANDS/ 1.2'/N RETAINING WALL ' S SURVEYED B Y: m �° '- >, PAUL BARYLSKI LAND SURVEYING TOTAL 1904.6+576+703+450.9+ �'� • � °''� � fr},y CO •,� � Q PATCHOGUE NY 11772 143.8+34.4 = 3812.x'0 � �. L m re � - -�•. •EXL$T• tic. � PH 3812.7/16.464 = 23% (UPLAND AREA) / 8 s 1e SE 2 �vQ, /��-�e� ONE 631-294-6985 GARAGE POLE LP �rO S ftf a FAX 631-627-3186 A� 18'/S 'to,,�' L L LP ,`' �0�i �6. PROPOSED °�� 4l c ` PAULBARYLSKIcYAH00.COM ,� ♦ W �v LANDING �. �QOV10� C�V' 'P�S LEADERS �N� TEST �ti� E DW SH011ER JUNE 5. 2013 TEST HOLE DATA 6' HOLE ,LI► �'�. ;� '� : `� 10.2'/N +1 �t DRAIhA66 Pipe- INS?ALL 2-4-2014:PROP ADDITIONS 6' � PROPOSED rC� :, �•' PROP. � WITH D1Re✓G'1" CO�•IMECTlarJ (NOT TO SCALE) � ip 0, �� r, GA GE O OUTSIDE �� wl BY: ROY K. REISSIG. PE �'� .I O��r ••. SHOWER �D ��k) L•eA C N tc�L S 6-6-2013 011:00 nM IPE tiJ,tib t• _ OQ �,`1` r POLE AW�t��c D tom.. 3,0p'm (pA�-eP- • Q 10' 4' X 8 15' 8' DIA 20' MIN. 10' MIN. GRADE EL.- 7.5 (NAND 1988) ASO 4�•• �O � Q pQ`�� D O �� PIPING SEPTIC TANK PIPING L.P. GRADING GRADING 0.0' - 0.3' TOP SOIL PT 7LFE`O so$ .••••• RIVED D� •.••� •• �'�50 '�� ••••A• ? R£ F;::•• : 1rj �tiJ UNAUTHOR= ALTERATION OR ADDITION TO THIS SIRVEY IS A VIOLATION 11.0 0.3' - 3.8' SILTY SAND SM •. `` Q OF SECTION 7219OF THE NEW YORK STATE EDUCATION LAW. FF. EL. OF ThIS SU;tVEY MAP NOT BEARING THE LAND SURVEYORS INKED p - �� , •• '' % �• iOR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALM TTRIE COPY. y . v LOCKING CASTING 3.0' - 6.5' A- •'••' �'� , •'�' GUARANTEES ,3R CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO J e TO GRADE 0� e#A EXISTING WATER BROWN SAND SW "Y �� s Gni THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO 3 PROP. GROUND GRAS TM TITLE CC PANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION t 1' MIN b WET SAND SW Ao 'Q��• lb OO" / �� ry0 LISTED HEREW AND TO THE ASSIGNEES OF THE LENDING DiSTRUTION. I/4• '�.f z' MAX 2' M^x AREA 0�PROPOSED 6.5i 9.8' ILL AND GRAVEL '`� ?, �� X00° O�1J�GJ� INSTITUTIONS OR SUBSEOtENT OWNERS.GUARANTEES OR CERTIFICATIONS AM NOT TRANSFERABLE Tn ADDITIONAL U 1, PITCH PROPOSED 4M NI" (`� 1NV' 4' DIA SEP TIC TA C3 CO C] O C PO E• rJ�G• MIN, b o C3 o o 'Q� Lfi G�OFi HOUSE ROOF AREA: 2284 S0. FT.. AT 2' RAIN/HR.: oc M o y`J b p p 'C C3 S v' �►� 382 CU. FT.. 8' DIA. TOTAL DRYWELL VERTICAL FEET REQUIRED: FLOOD Z0NE FROM FIRM 4� O 121TOTAL CAPACITY: 507.0 CU. FT.) TWO - 6' DEEP x 8' DIA AL.L L6&0IN4 PuO �kVST A• 3,0• , FEMA MAP 3 610 3 C 015 9 �7� O GARAGE: ROOF AREA: 711 SO. FT.. AT 2' RAIN/HR. HAVE A Q tAIN•S 6PAIRATION FROM � Coum = e° COLLAR COMMUNITY T/O S O U T H O L D 360813119 CU. FT.. 8' DIA. TOTAL DRYWELL VERTICAL FEET REQUIRED: G Roo*ID (A)ATe - -' sAucFn.L HIGHEST F.Q 4' (TOTAL CAPACITY: 169.0 CU. FT.) ONE - 4' DEEP x 8' DIA CLEAN SANS AND EXPECT ELEVATIONS NAND 1988 DRIVEWAY AREA: S� .� 06VTo To GRovN 0 tUA7El: thin- GRAVEL MATERIAL GROUND WATER GRD. WATER = . 'QL 2112 SO. FT.. AT 2' RAIN/HR.: 353 CU. FT.. P�6.CERTIFIEp -rime- or 12 71-2 ArcF 8' DIA. DRYWELL VERTICAL FEET REQUIRED: c045TROCT-1 ON. 10' (TOTAL CAPACITY: 422.5 CU. FT.) TWO- 5' DEEP x 8' DIA SANITARY SYSTEM DETAIL REVISIONS: Or � l y iOWN CC, 7Kr. NE: h 17`110�,!S OF QUIRED AND COND D,�JE: AS RE FEr-�3aD TO',`�li EA 1F-72 TC%l 4 FOR T,--; Vi. -1'%"0 REU `)Fi,r Fn k 3, 1 1-11LAT I C'-1 C0i!-)TRUCl 10',' MUST 41 1 C U.1 -ET'- FC- F I C :, C.O. rll 1. 1 - (7,01-STRUC�1*10; Ml,'-ET TI-11 '�? S`-tA!A- ": OCCUPANCY OR Or,'r*�F-COPES OF�Nlr`Al REC)l IM �" i - L- I 0'FATE. NOT f—SPONSID.1 E F-011 UNLAWFUL Yo R K 0 USE IS UNLA% DE;'.CNI OR ERilORS), r WITHOUT CERTIrICATE OF OCCUPANCY ELECTRICAL RETAIN STOMA WATER RUNOFF PURSUANT TO CHAPTER 236 u-WE TOWN, CODE. 0 if I--� qvil&lIkEDIATELY ENCLOSE POOL TO CODE UPON COMPLETION PLUMBING B EFOR5-WATER" ALL PLUMBING WASTE 8,WATER LINES NEED TESTING BEFORE COVERING Z a PLUMBER CERTIFICATION P. ON LEAD CONTENT BEFORE CERTIFICATE'dFOCCUPANCY SOLDER USED IN WATER APPARENT HIGH WATER LINE MEAN HIGH WATER SUPPLY SYSTEM CANNOT AUGUST 24,2004 APRIL 10,iggg EXCEED 2110 OF 1% LEAD. 404.00' I 100, r . 0 S 45047120" W, 13A 13A 19.6' 1 . ..... .. ........... VRIVEWO S x MNG i VEGETATION P I P E S 2 STY. FRAMED -------- ...... C5 BRICKVALK I •lHOUSE Lu 0 cd COVE • q sr- D" PROPOSED---------1 STY. C) FRAMED �i ; ii' I I ' I --------- Ln GARAGE j, 24.3' 1 17.3' '0 2.0. 49' ------ -------- -------- <-2 b c -) 384.001 APPARENT HIGH WATER LINE MEAN HIGH WATER N 45047'20" E m AUGUST 24,2004 WOOD APRIL 10,1999 RET.WALL SCTM#1000-53-4-9 MEETS AND BOUNDS BY: HILLEBRAND LAND SURVEYING,P.C. cu (631)543-5139 cf) 4 o 0) u AREA LANDWARD OF APPARANTu HIGH WATER LINE:22,695 SQ.FT. SITE PLAN $1, u TOTAL EXISTING IMPERVIOUS I-Ol 0 't SCALE: 1" 20 @ AREA:2,295 SQ.FT. 0 00 44 � t u 1905 BAY SHORE ROAD 0 1 �� GREENPORT4 1 m It U CRII Ln U CNI 0 (m 0 U) 4k. DRAWN: MH/MS SCALE: 1/4"=1'-0" 0.1 7, JOB 0 #q, March 27,2015 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS s MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE'rHE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. BID, [-3,117AT, REVISIONS: E L ----- j - --------- ..............................................................................41 I o z O ZOz I I � I O , w Z HH - O o0 cn 0 11LL_ WIN 11 1 [,L":: Luj 1 SOUTH-WEST ELEVATION SCALE: 1/4" = V ° O o � xo � z 0 N v n r O — - � in � u 4; X O cl w � - - - - - - - — -- -ci04 " A � 4 ., .r, U EH �H �Hvein o N w >~ v I ow i FT yf- L 1 II 7 3i N - - - - I O U) _L _ — � V i cn x x I I HIT 1: r771 te' 4 l) ♦ ♦ p law ;N DRAWN: MH/MS .•�� < SCALE: 1/4"=1'-0" JOB#: SOUTH-EAST ELEVATION q `� `n " ' c~ March 27,2015 SCALE: 1 4n = 1� , , SHEET NUMBER: / ,� yP PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ( - - - - - - - - - - - - — - — - — - — - — - - - ` — - - — - ------------------------------ — ---------------- - EI:1 �r-I o - I � � o) d 4 N O 110, 111] 00 .... w w � xx Z I 1 O o0 a z z LUI I H Q NORTH—EAST ELEVATION SCALE: 1/4" = 1' 04 � � z CD ------------__ __ --- - -=- — _ ----_ N v m 4 � O - - - - - - ---------- - - - ----- --- I u �x U a; o Hill - - - di t �cz I I N v v � � w3 Ta 1 11 YYTI � _ N O - I o - � V un , I j I.... ill _Ay_p1j& - - - - - - - - - - J.. ; � DRAWN: MH/MSNORTH—WEST ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4" = 1' g JOB#: { `` s` March 27,2015 p SHEET NUMBER: LL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ji-2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHA MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: --- --•............................................................................. ` --------------------- ........................... z O I--i EXISTING SOUTH ELEVATION z SCALE: 1/4 = 1 W o SES NRNACE O ._ �__ _ s_. _. __ • • _ _ __ -------------------• a,._�... -_- -_-_.._....._Q__+...-•_' ---' _ ::'........ .......- _�_..._.--.........._. --------------------- - __ rT, ...... ......... --_••...... ................................Fr3 .. ......... O W 5 RVI f ---------- ....................... ......................... -s PROJECT NORTH EXISTING FOUNDATION PLAN Q Q� ACTUAL SCALE: 1/8"= 1' NORTH V] O O H EXISTING EAST ELEVATION z � W SCALE: 1/4" = 1' N CD CD N N 0 i i ♦ i ♦ . i ♦ i ♦ i X O 41 w C ,u .. �i ---- Lo U Co\'o �i00 EXISTING NORTH ELEVATION SCALE: 1/4" = 1' w H u 0 --------- C". EXISTING FLOOR PLAN SCALE: 1/8" = 1' O E ♦�J PROJECT NORTH x f ACTUAL , - 00 0 d NORTH ` ♦ �1l " 9-4 DRAWN: MH/MS SCALE: 1/4"=1'-0" EXISTING STRUCTURE, INCLUDING FOUNDATION, TO BE DEMOLISHED. JOB JOB#: REMOVE EXISTING SEPTIC SYSTEM PER SCHDS REQUIREMENTS. March 27,2015 r. i� SHEET NUMBER: NEW BUILDING TO BE CONSTRUCTED IN SAME LOCATION (REVIEW `$ SITE PLAN) WITH NEW APPROVED SEPTIC SYSTEM, DRYWELLS, etc. EXISTING WEST ELEVATION T' 291- r' DO NOT DISTURB THE 2 ROWS OF HEDGES ON PROPERTY. "� SCALE: 1/4" = 1' A-3 REVISIONS: D 38'-3" 3'-5" 13'-11/2" 21'T81/2" 01 SHOWER DRAIN 3 ,1 TO BE PIPED TO g'_0" 61—6 /4 60-63/411 DRYWELL(TYP.) 1 1 6„ 89-15" 1 t 4'-6" 1 14 8„ ,-4„ 2,-4„ , 10 0„ AN281 1 1 13' 2" 1' 0" rK..' o 01 . '4 I1' ' ' " • - ---------------------------- -------- --------e,---+ v , 1 1 8"dia.CO, C.ViLR- 4X4 ACQ POST ON I� 1 n u ----- - Q ' 8"dia.CONC.PIER F20 BIGFO; ' (V YBELOW GRADE I u I O % 4 D' Or I1 I1 1111 FOD -- -- -- ------------------ -1, pn . . , d p d . o � - 1----- ---- 1I %Lu 1 1111 ' (2)2X10 ACQ FLUSH BEAM '� °I I lL1 ^ -------'---------- ----- ---- '----xx-11&-- ---- ----------------I NII 1111 I I 1 II I I I r A " V i nn 'Q iilrmQ,�_, aims i v i `--iNi -� A O 1 IIII I W W I I 1 p111111 I ! 1 II11 , I ' ' V L I a l Illlllm m l I W III III LuNII 1111 i t N ^ 1 1111 I= =1 I 1 3 0 1 liki 3 !X11 3 V w , " 1 1 11 n I � � 4-3/4"dia.A325 6"X 8"X 1/2"STEEL "N Q 1 11111 1 1 1 I Q 15 —4/4 13 —0 /4 J [� 8 —2/4 I , i ; ;; ; ; 1 1 O 1 111, I J J 1 I 1 V nl n l nu u'I 1 1 w ]III I w BOLTS BASE PLATE I w HOT TUB w 1I 111111 _ M NI 1111 I I I I W 111111 .. .. ^ W NII II II \ I D I 1111 , I z J 1 i ,111 a INSTALL PER MFGR. a w _ V " _ 1111 1 Q ' I STEEL COLUMN IN ON ' ' N Fnnn w1�..,lnnu D 1 Vn11 " M 1 lilt Q Q'1 ' h ' ^� 4E 111111 '"---�-X-t/T Nn xN--I-------+ 1 I 1111 , 1 d p- ' 1 LO l o CONCRETE PAD o `v I i j� i Q 1 flu I I I 4 I 00 to 111111 I 11 M NII 111 1 C 1 1 I I I I \III III 1 Int IX X, I I n III III 11 .= in N11114 1 , , IIII , 1 O ' ' 00 I N N /14"TJ1560 WOOD-1 FJ 1 1111 / v L(� X 1 , I I 1 4 I I 111111 11 NII II II 1 I � IIII I N 1 IIII Iv �I i , I III III II � NII 1111 1 , , N IIII I ' 1 1111'1 11 i , O III III (3)1-3/4X14 ML w/(21�r2'STEEL 11 N1n14 I , , O m1 ' 1 1 , I z (2)2X10 ACQ FLUSH BEAM ' ' v 6.,.I II��(�1 I 1 , STEEL COLUMN 6"X 12"X 1"STEEL /'" 2, 2" Q� ----------- �L ' 1 lmll a ir611q N, 1 v , nn 1 1 ' 1 BASEPLATEroi r , 111111 11 ,, \ I 1111 I ' 1 ap 111111 6X6X1/4 VIBE STEEL C LUMN , i 12"D A.CO CRETE PIER 1111 i_ I ' 1 1.s"LEVELING V4"NON-SHRINK I 2'h" [� 00 (D" I + t1 "--'- ' 1 PLATE GROUT min. 6" El o- �'-o'XT- Xr-4"CO c.FTc. 7 —0 W/2 X2'X1 ONC.FTG. ' 1liz #5 REBARB@9"OC ew 9 MIN.) Px nl1 I 1 i ' ' 'Q., 11 1 ( ) 21/,"1 (MIN 3'BEL )WGRAD4,) ' , 0 111111 n du 114 1� L0 ' 1 ON NDIST RBED SOIL------------------- � 1 M 111111 ' n 1111114 1 ' t l 2X10 ACQ D1 na 16"OC ' ' RE-BA (VERICAL,�_JL"_I_ , PLAN I . o `� ' 111111 _ n 1111111 1 D , 11111 \ , \, , . , d I n l 1'-0"BOLT 1 1111 . r 111111 (3 3 X M--- L II Il11 Il11 1 1 p - d . p - PO /CO UMN ABOVE 1,11 1 I ' 1 +/s"1118. � , p ��--- ------------ ; /4 4 - (2 - .. - - ----------------, EXTENSION ANCHOR 1 1 L w/ 1 2'STEE __ ----i ^I ii n 11x1111 O 1 1111 1 1 ' 1 r - � Illli�l .^. 1 1111 1 I I W 1 1111 . / / '�------\ kNil-r-------' BOLTS III' / VERIFY FIREPLACE DIMS AND 1--';. w p 1111 11'1 I - CQ11111 C. �`_ " i vinll LOCATION IN FIELD / x,00 �dnnh ,1 " 1 1 " 1111 I 4 N 1 n n / /ASH I 11u u 1 1 • ELEVATION ,,^^ cif 1111 1 a 1111 I , W r Cf-I �dlllli I� , 1 V 1111 I I 1 LO Q 1 1111 1111 , 4. ^� mlllll DUMP n �N 6'-1 13/4 ^ w11x111 1, „ 10'-33/4 3r 2„� D a�� i 1 `n U Int 14 r f\ I I 1 1 1111 , „ , (']„ 11111 I�IIu 3 -5 5 —.7 1 - ' I JIB M 1 XH111,1I 1 1 1 ' I BASE PLATE DETAILS 5-< 1 1111 IIII ✓ 1 ^� 1n1l ^1 1 ii•1 1 ' 1 . I X nu 1 I ; ' 00 1 1111 , - t e�l n n OUT N, 1 Fn 141T*i 1 5X5XI/4 TUBE STEEL COLO ry , i N n n 1 1 1 1 n n n,—21, I C'—G/2” ^I n u (�r {}" ----- 1 E`'1 du 111 1 4'-6"X4'-6"XI' CONC.FT t 1 1111 " V 1111 7 I i lJ CJS v'=�/ - ;� FLUSH HE�RTH I 1'11114 1 1 Iln I I 1 1111 a ; - 1 O i (� - - — - - ,(3)1 3 4X1 ML wl(2)1/2"STEEL FLUSH BEAM #5 REBAR @11 OC ew(5 MI -'III I , 11 _ 1 011 O u11 , m vl 11111 U1111 -,- � � . � 3-1-k4X14 ML w/ 2 1/2"STEEL FLUSH B EAM 1 c ^ , ; 1111 1 r----------- -:7-1 1 1 1111 (,� e- -----------4 I 1111 X 1111 I • 1 1 \ Q \ I 1 IIII N 1111 1 i ' 1 w 1 I d' I ' I 1 I I 1 ♦ I , 5X X1/4 TUBE STEEL COLUMNS , +,) d,m UP I X Ln 11'-0"XS'-6"Xl'-0"CONC.FTG. 1111 1111 1 4 , i #5 REBAR @11"OC ew 1 -d 1 ' 1 Ln ' •--I M 1- i I ' -------' LL 1 `--------- 5X5XI/4TUBESTEELCOILUMNS ' I� , ' Int 1 1 nn 1111 , ; 8'-2"X6'-4"X7'-0"CONC..FTG. i- ';— - (2)1-3/4X14 ML - ' lilt I 1 II" 1111 i I #5 REBAR @71"DC e..W. Ilii B � ' r� 8'-01f 9'-8" 21'-31/41' 1 13'-53/4 B ,,u I 1 I I 1 1 W 111 1 1 1 ' I 16"O W 1111 I nIT VIII i GY III, 1 O O ' " V 11111 I � a - 1`F� � U 1 int �1111 I I I I I Q 1 1111 V 1111 I , �, p 1 1111 \ Nn11 1 ♦ , O `11111 I ry " ^ V `11111 1 • � v 1111 1 N7 N N 1 n„ O Un11 , -=b0 ---i it171----- i s CO nn i O— \ 9 LO N N n.; 1 Qo n.. 1 4 =11111 N nn �t v l 1111 M 1111 R I I X V I I I ' I 1111 I 1 1111 00 X 111, I 4 I 11111 1+ D I v IIII 1 `/ 0 L 1 1111 N IIII 1 , I MIIIII 1 _ 1 0) IIII 1 Ir�71 IIII MIIII II11 I � rT, IIII i MIIII 1 1111 1111 ' I VIII O M II11 I 1 1111 IIII 1 p I I�I1PI�I . '--IIII O F66X1/4TUBESTEEyCOLUMN I _ N _"XT-0"Xl'-4"CO C.fTG.EBAR @9"OC eW(9 MIN.) 1 ' 1111 I 1111 1111 I V I 11111 I ' Cn 1111 t , , I 1 11111 --• IIII ' I _ VIII ; 1 I ` IIII rT, 11111 ,----------- a::::: --------♦ ��/// `♦ 1111 ' ♦ ' w V I I I I 1111 ' h----------+ ' ` 1111 ' , I Q 111,1 1 , I II11 ' I 1 ' W IIII ' 1111 I I 1111 ' 1 1 ' 0 1111 , 11 ' 4 ++ ,• —]IIII ' ' • I 1111 ' 1 1 ' N O 9 —2 I 1--------------------; -- ``♦ 1111 1 I ---�,11ITI---------' `� ��J O allll " ; , i + 1p 3 11 I �III11 ' D i Lu `�� I U 1111 39-5f9 59-9 6 IU/4 �� ! Q - -, -00 . I O i i ; 6X6X1/4 TUBE STEEL£OLUMN _ CO �nn '0♦1 �, 1 7'-0"X7'-0"X1'-4"CONC.FTG. -� Xi�ii; , a;;;; ; N COPPER COATED------; p X t 111 p 1 #5 REBAR @9"CIC eed(9 MIN.) \ 2X6 ACQ 1111 L------ N ---_+ 1 1 Q "I TERMITE SHIELD SILL PLATE .♦ E"1111 ------ i. 1 'en III II , s nn 1 ' , OVER `� 4y,IIII ' --_--------' II 1 1 i , I � 1III 1 I v I 2)11--314X14 MLS I 1 11111 , X 1111 ' I I ' O #5 REBAR `,� 1111 ,• . d p • d . p - -I ^ , T j 1 +�-�I1111 , I N 1111 ' I 1 ' f SILL SEAL . Inl C ' ----------------- 1 \ I "" ,' D ---' ' 1 -n 1 N , , , 5X5X1/4 TYBE STEEL COLUMN `�. V ' a: n it I 1 , , 4'-6"X4'-6"X7'-0"CONC.FTG. Ln i ;i;; 1 I ; 1 5/8"dia.ANCHOR BOLT 'p ' '' 3 w I u n n I ' 11111 #5 REBAR IVOC ew 5 MIN.) IIII p 1 p ( 1 1 ' w/3X3 SQUARE WASHER Ixll 111 t 11111 � 1 , I `♦ ,' , /' ; 1111111 � 1 11111 I Ln I i IIII ' ""' AND NUT(TYPICAL) ° D W V IAnlll \ ' 11111 I ♦'-- I 1 ------1a -1 1 Lit 1" Y I I I I I I ,__I u 1_i 1 I e O , . . , 4t-----� D i 111 ^ WIIit it I ' U-'1111i 1 I 1 triumn ` ---�T1T,1- ' 4 t 1111 I ' ' 4 1 z I I II x 1 11 1 1 1 • ' 1111 1 N I �'I A tun .. I I 1 1 1 1 I , 1 P (Y') i•-I 4 ' •--5"-�n1411n----- 11111 I ' 1 I ° N.fj "11'1 O .,, M ..., R 1 1 1 Q ['7 V I 1111111 \ �nu1 - .__1ul_� 1 t ° GRADE TO SLOPE a` <\ + 11111 AWAY FROM BLDG. XO Ln ^t v 1111X1 " �Ilu' 1111 ' 1 1 1 ' ' 1 5X5X1/4TUBE STEE�.COLUMN 1X11111 ' "N I MIIII 11» 1 , 1 ' TO O milli: ' 00 ¢, H LC") 1 1 4'-6"X4'-6"X1'-0"C,ONC.FTG. , =11111 ' v ' 1 l i ` I I O t� 1 n I #5 REBAR @11"OC aw(5 MIN.) ' ' I M+1+I+-----+ , n , » ' ' n n ' , ' , 00 e O M 1 » pC t 1 III ' r „ ---z I I I l l , , 8"PC WALL —CLEAN I 1 15'—103/4" ' 3 W I I I I ' 14 —61/2 i .=1 1 I 1 8'-71/4" 4 —101/2" I I W 1111 1 1 w 1 c o nn 1 FILL — 'C3 FF-�� I III r- 1 ^I ,I I • 5111. ' I ~ J ' ' p.' CZ Q) 00 +�+ pp ' ..-Inn 1 ' ' 1 z , 1 ° ; I _ 1 1 1 1 1 1 I " ---------- I D I v l l l l ' 1 ' ' � Q , V 1' I I ♦ `--�_'LA a 1u---. ; 11111 i ,7\ ��y7 1,�1 , , D , v 1111 i 1 �' CL ' 1 O " ]hill 1 1 1 y 0 1 3, ,..,4j•'� . �I . v . p . Q , 1111 1 •= 4� i O '� I I •� V "r IMI]III t7 11 4 Q 1111 ' I G 1 4 ' 1hnn1 CO - rb 1 Q 1 I p- BITUMINOUS L I 1 ,,,,,, 5X5X1/4 TUBE STEEL COLUMN "- -------' X "" , ' , , i ^ M 1knn1 ' i ------ N nn i N ° ° .___.-COATING m G1 p x,,, 1,1111 4'-6"X4'-6"Xl'-0"CONC.ETG. 1 1 1 4 Lf') U ++ ` 111 110 1 (.0 �' 111 1 III #5 REBAR 01"OC ON(5 MIN.) 2XIO ACO DJ I I 111, ' 1 ' ' '0 �� M -----' i I 1111 ' 1 ' ' • 104 �+ Ln \• `� hll ll� III I'I' I I 1111 ' 1 ' ' D. M 1 Q W '� 1/2"EXPANSION JOINT ``-- ---- ------ , T (6)#5 REBAR E w/ �- 1;111;1 " 111' 1 ' ------ ------------- o ,m mt D O STIRRUP @ OC OV R MIIIII Ln --;";-i 1 , p X4 KEYWAY • 17 Q - P- M. j 1,11111 , I 1 I ' 1 ' ' "CONC.SLAB ` ' Q INtil-_-_-- --.11111L__---__ - D , , -e-- 4 e— #5 REBAR � t-- --- ------- --------- -- 1 ---------------- I 1 Illi I I e 4 e a e Q p D ---- ' 1 " e ° �t`nsr------- -o --, 4, ---------------- ----------------- I ---- - —COMPACTE , - r v c 31-0„ v a . P 4 P' , I" .-d p V V r . . � a • 7 T- T 1 1 ; ; I I � r " "- t- 1--- -------- -1---------- - 1 1 .— 'Q . O 8" 1 1 CLEAN FILL — � uP _ 11'-01/2" 16 _) 6 -51/2 6 -51/z 3 -01/2 —1C} 44 I 1 _) i K CO ' INSTALL TRENCH DRAIN a I ' 12'—13/4 PROVIDE ALTERNATIVE PRICEAASEMENT.CONNECT OF i I I I 10, '' , O ATING TO DRAIN PIYEONNECT 1 1 " 1 1 - ___________________________________________________. ;- ' FOUNDATION DETAIL •OUND ERI AS REQ B i � I ' 4 I I ' ' AND COOLINSYSTEM.AL PROVIDE BO DRAMPIPE� '.• 1 1 ` N _ v VJ SUMP SCALE: 1/2" 1'-011 SPARE CIRCULARY MOTOR ; a ''C` C v ' ' v a v G SOLAR PANEL GRID TIE SYSTEM P y ;INSTALL AS PER -- v----r ---------------------- TO BE INSTALLED(VIF).TIE IN { NSTRUCCTIIO sN , » „ �,�, „ , „ CONNECTION WITH GENERATOR 39-5" 12'-11 49-101/211 , 11'-2 (VIF) 8p-0p$ 4 —101/2 N WITH AUTO TRANSFER SWITCH Id€':Lade •,1�. ,i,al�x�;lll LOCATION TO BE � VERIFIED IN FIELD 45P-3p9 STAIRWELL DRAIN TO BE PIPED TO INSTALL PERIMETER DRAIN AND WAVE SOLUTIONS DEHUMIDIFIER V 1-888-967-9283 www.wavehomesolutions.com DRYWELL(TYP.) UJ ; D 1).8"THIICK POURED CONCRETE FOUNDATION,3500 psi.HEIGHT AT 8'-0". 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE FOUNDATION PLAN EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED PER N.Y.S. INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL � RESIDENTIAL CODE WITH A BITUMINOUS COATING. GASKET. i �s i 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, g,S'� a+? d!, CAF5. J SCALE. 1/4 = 1 TO REST ONREINFORCE F OTINGS UNDISTURBETH 2-#5 CONTINUOUS D SOIL(MINIMUM 35500#RE-BAR.ALL CAPACITY).FOOTINGS INTERSECTMINIMUM I77""IIMBEDMENT INTOS AND SPLICED INTS.ANCHOR THE CONCRETE.OLTS TO HAVE A E EACH ANCHOR BOLT TO ' IN� BE ATTACHED TO SILL PLATES WITH WASHER N 3X3 SQUARE W AND NUT. E 3).FOUNDATION SLAB TO BE 4"THICK,3500psi CONCRETE ON COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS 6).OPENINGS TO BE BOXED IN WITH 2X ACQ.VERIFY SIZES WITH G.C.PRIOR PROJECT NORTH. ADJOIINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED TO BUILDING FORMS.PROVIDE AREA WELL AT EACH OPENING. '• SFRONA THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD ' C' k,); " ' td `�+�.,s;r ' 66� DRAWN: MH MS BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE �� ' y,6n W ACTUAL THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN BLOCKING AT 8'-0"O.C.AND MIDSPAN. .yam SCALE: 1/4"=1'-0" NORTH ONE-]FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT ' �' .1Q JOB#: � Z3r SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 8).INSTALL SMOKE/,CO DETECTOR PER CODE. ��: �" � ,g9 � March 27,2015 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. �`�»--.-.. '' SHEET NUMBER: A-4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHII ECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. \r r i al\T��1e v , T fr ; . :N Jr � ; � ° REVISIONS: 9'-0" 38'-3" 14'-2" 10 1 3'-5" 13'-11/2" D 21' 81/2" 13'-2" 1'— It 01 6'-63/4" 6'-63/4" 2'-10" 7'-91/2" 11'-1" 3-ADH3860 ��0 (2)1-3/4X14"ML w/3/4"STEEL o _ 71"C211 OUTDOOR SHOWER .�O _ _ „ O 1 1 1 1 1 ,L+ (DECK ABOVE) x THEMATRU 56002 SDL D OR N ¢ BENCH ANDERSEN FWTDS3 8 TRA SOM ADH324 (WITH STUD ULLS); ; ; ; Ig (4)1-3/4X9-1/2 ML w/(3)1"STEEL (EXTERIOR WALL ABOVE) --------- 3'-0" _ _ 1 - ---------------- --- _ _ _ + - , BUILD UP OVER BEA (3)2X10 HDR. (3)2X10 H (4)1-3/4X11-7/8 ML GIRDER A „ :j: TO BE FLUSH w/ B ,— „ rY 15 -71/2 ADJACENT BEAM 6 —81/2 • 5 8'—21/2 Q 1 t C] N ' m � I W O142' H tF Lu in TOB o DEN _ I LNDRY. ROOM = I Q v � ¢ m''i 2N PROVIDE DRAIN PAN = N M N J; ILL-, = UNDERWASHER(rYPJ � _ w I \ M (DECK ABOVE) '3 i I;< N ATH No. 1 N I N N " N oc ' r 0:,::l OC 0) M Lu R:W' ' ( ) W N J.. wIIIM ( 'MLw/1/2"S EEL 2�M N O I� I - 'I� MUD .,m I� �• L DRY. 7,_O„ I' I = I UTE \ 1 c- (f LO ROOM Z Q " 3 I { o = CN J �O LL z % Q0 I 19.5 y�Q 11 2 14"ML (2)14"ML �I- N 1 co 60 (3)2X10 HDR. 1 i — — — 2' 10' 5'-411" ADH3860 T-0"FRENCH DO ASH TRANSOM ABO ;n WET BAR/ ; ; M o 3'-5" 5'_g°' TRANSOM ABOVE �P I - PANTRY WALK-IN mLO v I Q 00 _ g8"O�ENIN�, - w CLOSET ' (2)14 ML w/3/4"STEEL - ' ; 2 „ ¢ I w 9"-2" 1 d - -------------- 1 FLUSH HEARTH ' 14X14 G COL MN 1 rJ 2'-6" w/6X ACQ P ST I , „ 1 , „ 11 1 1 1 1 I 1 1 PICAL) O 6 —3 71-01p — 11 1 1 5 I— ' I 1 I ,^, •�• .-.-• 1 i 1 1 3•-6..WIDE I ` , 18r 9T @ 7-1/2" G - - ----'-- - I Lu m , 016 W ---------- ' _ww.wi..w....w_.wiwn.ww__w_ - 1 1 1 1 1 11,_ _ --------- (2) 1 /4 141 L BE M �'I ------ -- 1„ @1 OC w I ' m , B` ---------- ---- r w B � a w I - -- , 1 ILIA I (2) 14"M nGIG �„ i i I i W nl -, ' , L -.�'� m I Q V_ J 1 I 1 1 t� 9-1/2 MI - ' I -' - --------- _' Ouj w (DECK ABOVE) �� - ------ p 0 I co 1 I 1 1 1 LO I N M 1 O w 3 X CJL. � {{.�. J I ' ' <' .. p ^ In 1 1 1 1 1 DECK M ENTRY -N = o = 1 1 0 N J X I LIVING ROOM v I x E ~ 1 ! O M W „ 13'-11 _1 M 1 I X 1 T-0"POCKET DOOR m - — — - TRANSOM AdOV J - - — / X14"ML I I 1 I ' STEEL FLITCH(S) © 0 O I I '-r-• ; ; ; , PLATE PER PLAN : �/z" 1 d I 2 f 16„ + 16" 9'-2„ ... .. Z mL - - - - - - - - - - - - - - - - - - - - -»- I 2'/ 3' S" 5' 9" ^ , (2)1-3/4X14"ML w/3/4"STEEL �' (2)1-3/4 14"ML w/3/4"STEEL 1 Qp 00 0 ' — — v I 1 5"w X 5"w X 3/8"t STEEL ANGLE CLIP 3 ' I (EACH SIDE OF BEAM) © © Z 5 CU O NDERSEN ' PORCH x a,, II ; ' FW D 4' E DOOR '-2„ v I CSV •-- 1 ® O ® © 2,/=F O O '� W DS4018 T SOM v I r Q; I I ITH STUD M $) M' MICROLAMS 1 D � I — - —yl @1 'OC PER PLAN N O I 2'/�" 16" ` �I 00 O (3)2X10 HDR. Flz1 I ' 00 oc ® ® 5/8"dia.CONNECTION BOLTS h�l� �{ ~ FWHID6080ASL - - - - - - - - - - - - - - - - - ' 2'' p� -�" - - - /4X14"ML w/1/2" (2)1-3/4X14"ML w/1 2"STEEL O- o o 121/2' I, W CN Ce ASTM A307 GRADE A(60,000ksi) O l5 I 3" WITH WASHERS AND NUTS 5`L O ¢ w ® @ 16-OC(STAGGERED) (TYP.) 5/e"dia. v W C C ;I;Q o �I KITCHEN N I LO Q , „ 2/z l im ,, 3' ' 1 J ; 1 rn HEATE C _J w o I DW \ I N / Q M Lu 0 Q 9 u DINING ROOM M I °° 1 STRUCTURAL BEAM CONNECTION DETAIL 0.�'M n O ' — I cV a� N (DEC ABO Wi ;� v I R Q_O.O ; m NTS m d, 1~ o TRANSOM m m N u ' ABOVE O O O :(3)2X10 HDR. '~ I� M W - - (2)1-3/414"ML - o 1 p m ' +� M 15'-101/2" I.x N 14 —1" 1 i 8'-7" ADH2648 I p `� 1 - x o +'0 I PANTRY -� 1>1 w I ,u 10 I I I fC1 L2 16 y�(i ;1 I 1I'; / 2X10 ACO na.16"OC i °r-,° in y�060 (2)1-3/4X14° L w/3/4"STEEL a( 7i1) -,_ � ' �+ I R" ea u Bi p 3% E/�060--(�}114"-ME--- (3)2X10 HDR. (3)2X10 DR. 'I (3)2X10 HDR. '- _' L-• (2)1-3/4X11-7/8 ML GIRDER -1 E u 1 --- ---------- ----- ON U .. rn C CZ (EXTERIOR WALL ABOVE) ADH325 DH 25 ADH3250 91 (00 V o � f N W 6'—61/2 69-41/211 3'—111/2 7'—11/2" 7'—9" 5'—21/2" '—81/2' 3'-2" Qom' 7r I _KV O 3'—5 12'—11 24'-01/2" 4'—101/2 cn D � 45'-3" 7'-2" H PROPOSED 1ST. FLOOR PLAN 1).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. 9).USE VERSAWALK UNDERIAYMENT AT ALL AREAS WITH WOOD 1/411 = 1'SCALE. FLOORING.INSTALL PER MANUFATURE'S INSTRUCTIONS. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 1-888-379-9695 http://www.mpglobalproducts.com/ x E 3).EXTERIOR SHEATHING TO BE 5/8"THIICK FIR CDX PLYWOOD. PROJECT N 0 RT H 10).USE QIOR WALLS. No.545 GYPSUM BOARD INSIDE OF ALL $ 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE EXTERIOR WALLS.INSTALL FRAMING AND MATERIAL PER BLOCKING AT 8'-0"O.C.AND MIDSPAIN. MANUFACTURE INSTRUCTIONS.1-800-797-8159 W http://www.quietrock.com/ ACTUAL 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. NORTH STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. EACH SIDE FOR MICROLAM HEADERS.. 12).INSTALL SMOKE&CO DETECTORS PER CODE. 6).ALL EXTERIOR OPENINGS TO HAVE DIESIGN-PRESSURE UPGRADES �y ` 'tP,'� LIVING SPACE: HEATED PORCH N.E. DECK: S.W. PORCH: WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH 13).ALL DOOR STYLES(INTERIOR,EXTERIOR)TO BE VERIFIES WITH FASTENING HARDWARE UNLESS OPEN41NGS HAVE IMPACT GLAZING. OWNER PRIOR TO ORDERING.INTERIOR DOORS TO BE 1-3/4"THICK �` 1° +�+ '� �, DRAWN: MH/MS W/BALL BEARING HINGES MODEL No.2020(FRENCH DOORS No. >. ;: SCALE: 1/4"=1'-0" PROPOSED: 1770.4 SQ. FT. 221.2 SQ. FT. 554.3 SQ. FT. 452.5 SQ. FT. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 1500).DOORS TO BE 8'-0"h(DOORS WITH TRANSOMS TO BE 6'-8"h AND 2X4 WALLS AT R13.INSULATION TO BE FORMALDEHYDE FREE. (TOTAL HEIGHT w/TRANSOM TO MATCH 8'-0"DOORS). ° JOB#: 1 , March 27,2015 8). INSULATE FLOOR AND CEILING WITH R30 INSULATION. INSULATION 14).BID ANDERSEN A-SERIES LOW-E 4 SMARTSUN VS.IMPACT GLASS.ALL t. e ±" S. SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-s MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MIT' FOR 1 ` E T REVISIONS: D 36'-1" --------- - ---------------- 29'-1" 71-019 `}j 7'-103/4" 15'-21/4" 6'-0" ' lit'tel- 1 I 1 4r44kN 824 ADH2840 I 1 ( R (3 2X8 HD ' auren : :8X8 FG COLUMN A : _ I (:n ( :w/6X6 AC POST 46" , , n C 0 I " 1 1 ' 1 W 1 I w co o. Ln 1I ^ ' = 14'-101/2 12' 10" CO = � <J< I M OJ c M <I 1 N EDROOM No. 1 BATH No. 2 N °a X: I o N M M I 1 M x ^1 1 ^ , M x I V m 2'4" "� I � O (3)14 ML UPSET BEAM --- v (3)14 ML UPSET BEAM[A T: (4)11-7/8 ML] Qo°u1tIRY.CHUTE PORCH Ln [ALT: (4)11-7/8 ML] 211 .— — �� v . — O 1 1 00 3 7'-61/2" `"I 2' 11/2" 2'- i I I M n 4'-0" \ 777777 , O a, � a ,� M \ \ \ \ \� ----- I i O _________ _ LINEN I � O C-4 N \ � p " PROVIDE WASHER = No a I ( MACHINE HOOK UP Ib m m : cD AND FLOOR DRAIN N p (�4 0 14 -} 1 1/2 I' 0 4'-7' : 6'-4" N 9'-1" Q N1 /� = x ' N Q M W MASTE ROOM mI I : 1 , I I I 1 1 I. I I I I 1 1 1 I N II V1 w , I I I 1 II 1 1 I 1 1 I 1 Ilw CLOSET I a i IN WALK-IN I C:) 1 1 I 1 I, I 1 I I 1 1 I I, 1 I I I 1 1 1 1f- ,JL,I,i� (D � 1 I 1 I I1�I I 1 1 I I I I ---------- I i^ IL�J1 �` DN J \ II ---------- ' L RB \ , I I Q 1 1 W L 11�^, M < W LO I,IG , mi,i J C) v l W i w W O III\ _ �II''L H \ VLu Ln Ci CJ a F- w w ^N 00 ♦ V vJ -------- o l y n O 3 LOFT CATHEDRAL �l 'Q i 'tj�I\ x ~ 3 I I CEILING - `^' '-' '? ^ 0)y m00 "C14 ;u M ^ 00 0 C-51/4" 3 -11 I I 5'-1 :- m 17'-11/2" _ (VIF) L.nsq, I I � co N O =� (0z " 1 2'-4" T-0" to PORCH `� ,/\.^}1011^./\) � �. a/ V i l I F-� p 0 I is ---------------- F-I-I x ZD , 2' N coo o MASTER 4'-0" C 3 Q cq I II BATH "' 5 °' ;I 6'-0" C) a — ,^ p< I Q in C2 (3)14 MLU EAM ----- --' - - ------ - - - - -- ----- ----_- ___ I (3)14_MLUPSET BEAM / y ----- '- _ 11-7/8 MLI[ALT:(4 -7ML] [ALT:(4) -o' co`^v --- cN BEDROOM No. 3 o N4'0' N 3'-101/2" 4'-1" 12'-7" -mQ C 7,-8 „ 5, 9Ln „ 1 Iqt : LLL O113'-81/2" N 7'-111/2" `t o I : 00 BEDROOM 2'-4"= r-6"Cc cl 00 0 = J ss^ LINEN N O No. 2 rn �'r o Iru OSI ^I r, ")_2 aIIEEN X ^ V xv + 2 9-1/2 ML FLU H B AM° D m �p 1 x CN m� t ,i O ` , X O sr � BATH 2 -8 2-AAN2824 � w — N m NO. 3 I 8'-0"CEILINGv � O \ .v co I C, 0 ' O HD QuErN MLR, (3)2X8 HD Lo CO ---------------- ------- `� .fl 2-AAN2824 AAN2824 N W 7'-33/4 10'-11 1/4 4'-91/2 5-83/4"83/4 7 t-3 3/4 ATTIC STAIR ACCESS TO BE VERIFIED IN FIELD 23 -01/2" 1,3'-0 112 WITH OWNER 1-410-286-1430 " http://www.calvertusa.com/ 36' 1 W u FLOOR PLAN PROPOSED 2ND. \ D 1).PLATE HEIGHT AT 9'-0". 8).USE VERSAWALK UNDERLAYMENT AT ALL AREAS WITH WOOD O i i 1FLOORING.INSTALL PER MANUFATURE'S INSTRUCTIONS. In SCALE. 1/4" = ' 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 1-888-379-9695 http://w\&w.mpglobalproducts.com/ E 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 9).USE QUIETROCK No.545 GYPSUM BOARD INSIDE OF ALL EXTERIOR WALLS.INSTALL FRAMING AND MATERIAL PER H S P ROJ ECT NORTH 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS MANUFACTURE INSTRUCTIONS.1-800-797-8159 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS http://www.quietrock.com/ Q' ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR W ACTUAL MICROLAM HEADERS. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK, BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. V d NORTH 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 11).INSTALL SMOKE&CO DETECTORS PER CODE. x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 12).ALL DOOR STYLES(INTERIOR,EXTERIOR)TO BE VERIFIES WITH "1 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 OWNER PRIOR TO ORDERING.INTERIOR DOORS TO BE 1-3/4"THICK LIVING SPACE: N.E. DECK: S.W. DECK: AND 2X4 WALLS AT R13.INSULATION TO BE FORMALDEHYDE FREE. w/BALL BEARING HINGES MODEL No.2020(FRENCH DOORS No. 1500).DOORS TO BE 6'-8". PROPOSED: 1684.6 SQ. FT. 556.2 SQ. FT. 462.6 SQ. FT. 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF 13).BID ANDERSEN A-SERIES LOW-E 4 SMARTSUN VS.IMPACT GLASS.ALL SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM EXTERIOR OPENINGS TO HAVE SCREENS AND SATIN NICKLE HARDWARE. INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON n1 CATHEDRAL ROOF PARTS.INSULATION TO BE FORMALDEHYDE FREE. r ? 6 y DRAWN: MH/MS s x SCALE: 1/4"=1'-0" !' k JOB#: March 27,2015 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: SOLAR PANEL I < D)- I' ROOFi�E ST AND OFF ----------------------------------------------------------------------------------------------------------- EPDMTOBEINSTAIlED i--------------------------------------------------------------------------------A ----------------------- ANGIE ANGLER PFGR.INSTRUCTIONS "" 1 ACQ SLEEPERS ` FILLET FILLET e / 1 PITCH TO DRAIN\` BUILT UP ROOF TZ\77 BUILT UP ROOF ; ; A \ V4':13'PITCH LY DOME 1/4':12'PITCH ` -_.._'.__ _- � I.,I_I_ I � I � I ( � ( 1 � 1 I � � I I � � I I � ( � 1 1 1 1 � � 1 � � � 1 I ( I � I � I I I � , ' ��, ♦ � 1 ROOF DECK ROOF DECK SHEATHING GRATE ROOF DECK SHEATHING , 12 AIR BAFFLE lO CANT ,LA- , ; /g�` STRIPEPDM TO BE INSTALLED ; ' �`>�. _ ♦�\Y ; ' LEAD-COATED PER MFGR.INSTRUCTIONS ' , (.y` COPPER FLASHING SK WITH TAINLET DECK PLATE MR EPDM ME REQUIRED. ; ; /� , ♦`y' WITH STAINLESS STEEL FASRJE0.f.SEAL AS 0.FOUIREp. \Y ' ALL DRAINS TO CONNECT TO CLEAN OUT AND PVC DRAIN PIPE 1 PIPING THAT SHALL BE CONCEALED TO EXTERIOR 0 CONNECT TO DRAINAGE TO DRMELL(TYP.) CLEW OUT ; 1 ♦ � I w 1 ' 1 1 __--_-__+�_ ___��___--__--,e----_ SIPHONIC ROOF DRAIN ;; n ; ; O ZURN MODEL No. Z130 ■ , ' 1 1 11 fl ■ 1 ' I OR APPROVED EQUAL — _ . _ ' 1 11771-1/774= 1 1 11 p 11 1 , I 1 11 n 11 I J � ,_ U31-3/4X`14 qt °_ 1 2X10 RR 016"OC •---------+ _________��_________;� ------ ==-== 77"t 7 , 1 � 1 n n n ■ 1 ' 1 , , ■ 0] ROOF n „ ROOF DRAIN n n DRAIN e I I li-9/4XI4 ML , , , , ■ n n a 1 I I I , , ■ n n a 1 " • I 3/4"T&,' MARINE GRAD SHTG.w/FLASH- NG,EPDM,RC)d�DRAINS , I� , �� , ■ a n x II■1 �� • 12 \X OB B12 if I ■ ry 11 _N 1 ✓ �\ 12 10 SOLAR PANELS I �;■I• „ 11 ■ c0 �'I 11 7/8 ML RIDG� 1 O ROOF POCKET TO BE CONSTRUCTED ■ N vel 16"OC K' FOR SOLAR PANELS.VETFY DEPTH ,", I @ �' 00 • _____-__-"---- (12"+/-)I INSTALL EPDM,FLASHED AT ■ --�;�I I�` v0 AEL=IR TERFaTION5.=SE)PA�R=PAR1EL3---,�_____ RR ; 1-3/4X11-7/8 ML RIDGE . ; TO MdUNT ON RAIL NI TEM(VIF) e ; I CN SHROUDROOF; ' / ■ a n a 1 ' , , 1 , a e n ■ , , VENT RESTRICTOR*Vj i ; /�� 1 n DRAIN e " ROOF ry ■ p n DRAIN ■ , ♦1 CJ JP ■ n n ■ , I ■ II II ■ 1 3"MIN. ; �� . RO „ 7'— OFI „ FC]) ■ ' �' b'I DO NOT ; , �\ BLOCK OPENING WOOD FRAME I ---------"'■ --------_""„ ---------”"' ---------"+"�----- -- CHIMNEY CHASE - --------- ----- VJ n ■1-1/2"FLASHING SPACER (AS NEEDED) 41 (SEE DETAIL 1 I ■ n u ■ 1 1 ' / I . n n ■ 1 1 ; � � z , I ■ n n ■ r 1 1 CHASE HALF ROUND ' ' ♦ ■ �� 11 ■ 1 12 I FRAMING 2X4 BLOCKING GUTTER I ■ n n a , 1O ' ' 12 ■ n x 1 COVERING E&CB SOFFIT 1X8 FASCIA ; ; 10 ;; , , ---------' ---------'�---------- ---------------- ---' ' ' 1/4"MIN. ' 1 ,AIR SPACE OUTSIDE CHASE PS-400 CORAVENT � ♦ SOFFIT VENT STRIP • ; N O OUTSIDE FLASHING 5/4X8,5/4X4 FREIZE BOARD ^\� ♦I • , ; ■/� L , ,�N/ ■ , ` I I V 16" OVERHANG �`tiI wI �� 1 , CHIMNEY CAP DETAIL (TYPICAL) ne 12X/� C) EXTERIOR ' i 1\7�� ■ /sr�9 10 (NTS) REFER TO MFGRS. INSTRUCTIONS FOR INSTALLATION OPENING +�, • �I �� i y si\�/ ■ POST ( `DI ' DOWN `q( v- 1 , A I 1 ♦ , ` , 1 ' 1 SOFFIT DETAIL ----------------------- ______------------------------------ 1 1 C] ♦ 1 I ♦ I I I , m � O St , 1 I CCC" CT) v 1 1 , 'CU Lr) FH 1 1 ` 1 0,0 ♦------------------- - -------------------• --- ----- -- --_ --- --------- , �� di �U�yy ------------------------------------------ --- ---- --------------" -----------'------------' 0 cr EO Ln UON Cf) E 000 ~" U) HALF ROUND GUTTER-STANDARD 5" NOTES: N S PROJECT N0RTH DROOF PLANW 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. W �j SCALE: 1/4" = 1' 2).PREPARATION: ACTUAL A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE ME PROJECT E FOR ONS. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR d NORTH w 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 6 INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. U U 3.INSTALLATION: DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT Q A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'of RUN. 3).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CUTTING INTO SHINGLE SURFACE. 2).GUTTER TO 2).SHEET METALL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 4:12 OR LESS ROOF PITCH USE ICE IS, )' WATER BARRIER UNDERLAYMENT. 7 ROOF POCKET DEPTH TO BE VERIFIED IN FIELD WITH SOLAR PANEL COMPANY. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT PITCH FRAMING TO DRAINS(1/4":12"PITCH).FLASH ALL INTERESCTIONS(TYP.). CONNECTORS. DRY WELLS TO BE 10'MIN. 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS INSTALL EPDM OVER POCKET DECK.INSTALL MIN.4 DRAINS;CONNECT TO 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. AWAY FROM HOUSE WITH ROOF AND SIDE WALLS(TYPICAL). PIPING;CONCEAL DRAIN PIPING-CONNECT TO DRYWELLS VIA EXTERIOR H DRAINAGE. 4).PROTECTION: O 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 1Q' A).PROTECT INSTALLED PRODUCTS UNTIL COMPLE ICN OF PROJECT. o C MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 8).BID ANDERSEN A-SERIES LOW-E 4 SMARTSUN VS.IMPACT GLASS.ALL S B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O O �i COMPLETION. ° UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE EXTERIOR OPENINGS TO HAVE SCREENS AND SATIN NICKLE HARDWARE. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS U COMPLETE. V) U �4 0: 2ND.FL.DECK/ROOF AREA: 2750 SQ.FT. AT 100%WATER RUNOFF: + »- T°► 460 CU.FT. �ky4� PROVIDE(2)8'DIA.X 6'DEEP DRYWELLS .s�A + /»♦ �5 (253.5 CU.FT.PER DRYWELL) TOTAL DRYWELLS CAPACITY: < 7 507 CU.FT. a, ` o v DRAWN: MH/MS r' SCALE: 1/4"=1'-0" JOB#: t.:. March 27,2015 SHEET NUMBER: 0� 0 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. IRITUT" R LUT 15131r, REVISIONS: (2)1-3/4X9-1/2 (2)1-3/4X9-1/2 ML VALLEY ML VALLEY 12 cOC 2�,0 2X10 DF#2 RR @16"OC 'Pp Ncj @�6y '= v: STONE CAP 2X10 DF#2 CJ @16"OC BATH No. 2 -------------- ------ 1-77 �/ �/ �/ j % 1�1 6X i AC X14 T PORCH ' ' 6X6 ACQ POST PORCH �, ' j, /� �;'j� ; 1 ATT1cBEDROOM No. 1 ,/ / / 8x8 FG 3'h RAILING COLUMN 3'h RAILING I 1 _..._._...._.__"""._ ___ _... .._. E]I 11I 1 K1 1 1 1 3/4"SUBFLOOR 1 — - - — 1-3/4X9-1/2 ML @16"OC 14"TJ1360 WOOD-I FJ @16"OC 2X10 ACQ @16"OC (3)1-3/4X14 BATH No. 1 CLAY ML BEAM (3)1-3/4X14 ML w/ O FLUE ® (2)1/2"STEEL GIRDER LINING 2ND.FLooR LAUNDRY ROOM 1 1 � 1:6 1--I 11 ww zH 6X6 ACQ POST ; ; ETA O o PORCH p--q H w I 1 _ f W U I 1 I 1 14X14 FG HOT TUB DEN ; ' -- �� ❑ 11 0 COLUMN 1 I • • •� 3/4"SUBFLOOR Hill �J O 1--a 14"TJ1550 WOOD-1 FJ @16"OC DBL 2X10 ACQ DJ @16-OC 1 1 u U a - - - - - ~ Ln d n 2X6 ACQ SILL FLATE ,�� 3 1 3/4X11-7/ ML ` 3 2X8 AC s PLANTER(TYP) F� TERMITE SHIELD ( ) (3)1-3/4X11-7/8 ML ( ) Q ^ W/ 2)3/4" EEL w/(2)3/4"STEEL GIRDER CONCRETE PAD PER D„ SILL SEAL 1ST.FLOOR O s aD MANUFACTURE'S GIRDER - GIRDER I 12"dia. D, INSTRUCTIONS / SMOKECONC. ,: '' p� ►, 1, 12"dia.CONC.PIER, HAMBE PIER qa e� I °: ,� REINFORCED w/ 1 O IlkDAMPER =�. SMOKE SHELF 8"PC WALL ► #5 VERT.REBAR I pie p- DAMPPROOF a, P STEEL LINTEL ASH DUMP 24"X24"X12" a.' CONC.FTG. 1. 4"CIONC.SLAB 1 STONE HEARTH °', . b A,' A I. . ., d .. I. . .. .. . .. I e. a .. • 16"XS"CONC.FTG. (2)#5 REBAR SECTION A-A SCALE: 1/4" = 1' • A � � z 5H o H PIT BASEMENT N SOLAR PA ELS INSTALLED BY OTHERS CONSTRUCT ROOF POCKET IF 12 IOrI O 1-3/4X11-7/8 ML RIDGE 11-7/8 ML RIDGE 2k�ORz • R OF DRAIN( ROOF DRAIN `s W CLEANOUT (TYP.) 1-3/4X14 ML @16"OC RyP•1 @761 �l % C � = DOOR CONC.SLAB 2X10 RR . /• - .. N O _ • n CONNECT ROOF DRAINS TO LEADERS OUTSIDE AND .--i CONC.FTG. . ,Y p+-pe �"v� i RUN CONNECTIONS TO ON + DRYWELL(TYPICAL) 2X4 STUD WALL TO ROOF DECK O FIREPLACE SECTION 12 5/8"SUBFLOOR 10 2X10 DF#2 Cl @'I6"OC 2X10 DF#2 CJ @16"OC X10 DF#2 CJ @16OC (3)1-3/4X14 ML w/ (2)1-3/ X14 ML w/ (2)3/4"STEEL 3/ "STEEL 0 N � Cf) rn MASTER BEDROOM LOFT I rn T $ a) p X o p 3 3 11/4 11/2 11/4 11/4 11/2 11/4 11/4 11/2 11/4 1 w � N IAV. W.C. LAV. W.C. W.C. IAV. r0 Fi PROVIDE SOLID BLOCKINGp "t u BETWEEN JOISTS OVER WALL SH ER BAH BAH •r.+" ' 3/4"SUBFLOOR s~ v 11/4 3 2 3 11/4 14' TJ1360 FJ @16"OC 2 3 2 rn (4)1-3/4X11-7/8 ML 9-1/2 ML @16"OC ■ _ I 2X10 ACQ @16"OC — - - — W/(3)1"STEEL C.O.I t t/a I C.O. 00 (5)1-3/4X14 ML (3) 1-3/4X14 ML (2)1-3/4X14 ML I C.O. rq CO CUT BACK PLATE AS 3 3 3 w/(4)3/4"STEEL 3 1-3 4X11-7 8 ML N W REQUIRED FOR HDR. ( ) / / W/1/2"STEEL LIVING ROOM 11/4 11/4 000ENTRY 1 t/4 11/4 11/2 11/4 1 14X14 FG i SINK W c UV SINK ` COLUMN 1 , D.W. WM, I3" 1 1 O B H F.A.I. F�1 1 U PORCH ' ' 6X6 ACQ O - ull POST 2 2 11/2 11/2 i 1 F fl, 1 I C.O. C.O.I ; 11/41) I C.O. t 1 3 3 1 1 1 1 3 , 1 1 3/4"SUBFLOOR _ _ _ _ 4 _ 2X10 ACQ DJ @16"OC 14"TJ1560 WOOD-1 FJ @16 OC 2X10 ACQ DJ @16"OC , , SLOPE"1/4"PER FOOT PITCH TO DRAIN Z��TOAPROVED SEPTIC SYSTEM n a (3)2X10 ACQ d,n (3)2X10 ACQ ACQ SILL PLATE (3)2X8 TRAP HOUSE GIRDER GIRDER (3)1-3/4X11-7/8 L - (3)I-3/4X11-7/8 ML (4)I-3/4X11-7/8 2 X6 °. ACQ PLUMBING SCHEMATIC TERNAITE SHIELD GIRDER D w/(2)3/4"STEE w/(2)3/4"STEEL ML GIRDER �je GIRDER GIRDER STILL SEALWH 12"dia. D; 12"dia. D, 1 ; \ �, . 12"dia.CONC.PIER N T.S CONC. e CONC. , 8"PC WALL °" 1' - PIER iia PIER iia• ° I ° DAMPPROOF . 5X5X1-4 SX5X1-4 5X5X1-4 a o #5 VERT.REBAR p 1 1 ° TUBE STEE rl TUBE STEEL TUBE STEE COLUMN COLUMN COLUMN p> a n 1 ti (TYPICAL) (TYPICAL) (TYPICAL) 24"X24"X12" CONC.FTG. -7 1 1 1 4"CONCI SLAB °: - ---------------- vv__ ____ _ ° 1 I. I e. .. 1 1. d d e I. I All I A.- I I. • p . d. . p,. .a d.PpA a 1 Er v.. Ll , '-------------16 XS"GONG.FTG. d,A.e.ti . oe V d'• -------------' •d'e`d.o .Q d .ed''.d'n (2)#5 REBAR 6'-4 I'DEEP CONC.FTG. 'WIDE X 1'DEEP CONC.FTG. 4'-6"X4'-6'X1'-0' CONC.FTG. ` DRAWN: MH/MS #5 REBAR @11"OC EACH WAY #5 REBAR @11"OC EACH WAY #5 REBAR @11"OC EACH WAY SCALE: 1/4"=1-0" JOB March#: SECTION B-B SEET 2015 NUMBER: SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. NOT FOR e 1 P ::� REVISIONS: 12 Wil-3/4X11-7/8 5 ML RIDGE 10 Q� POST u TO RIDGE (2)1-3/4X9-1/2 2X10 DF#2 RR @16"OC (2)1-3/4 -1/2 12 ML VALLEY ML HIP Q F Ap R Q qp q v AQ 5 q p W A Q T Q v AQ 9 it? Qu A Q IT? Q v Qgpf? p 10 (2)9-1/2 2X10 DF#2 CJ @16"OC — - - — ML , , HALL o r BEDROOM No. 2 BEDROOM No. 3 Q, ' 3/4"SUBFLOOR '% O 1-3/4X9-1/2 ML @ 16"OC � LLMMMfflfflffl 14"TJ1360 FJ @16"OC W 2X10 ACQ @16"OC (2)1-3/4X14 ML (5)1-3/4X14 ML Q w/(4)1"STEEL Q �"'/3/4"STEEL --- -- (3)1-3/42 STEEL ML IIF••-�--•111 _� - w/1/2"STEEL I I L ---- - I U x LL W 14X14 FG U (� ' COLUMN U I , O I (� -"` PORCH 6X6 ACQ p • I I POST ` 1N O ua I N a 3/4"SUBFLOOR ' ~ 14"TJ1560 FJ @16"OC 2X10 ACQ DJ @16"OC Q (-)/4X11-7/8 ML (3)2X8 ACQ s .. 2X6 AC SILL LATE O (4)1-3/4X11-7/8 ° e TERMITE SH ELD w 3 3/4'STEEL ML GIRDE (! p�, GIRDER D 4 SILL SEA[ GIRDER ,d e, CD ili -e A e,12"dia.CONC.PIER 1 5X5X1/4 5<50/4 l #5 VERT.REBAR 8"PC WALL TUBE STEEL TU E STEEL I j : n DAMPPROOF COLUMN COL MN t ilk • 24"X24"X12" — - - — i CONC.FTG. d 4"CONC.SLAB j a; a •. ° e. —AIL •. .. • •, a •. a e. - � 16"X8"CONC. FTG. !Y,p'a've I've• i !Y p°•-►ve �'v0• i r - CD (2)#5 REBAR 4'-6"X4'-6"CONC.FTG. 4'-6"X4'-6"CONC.FTG. O #5 REBAR @11"OC #5 REBAR @11"OC SOLAR PANELS(INSTALLED BY OTHERS)CONSTRUCT ROOF POCKET(VIF) 1707 SECTION C C W 1-3/4X14 ML @16"OC 12 SCALE: 1/4" = 1' NC7 bO ROOF DRAIN ROOF DRAIN �Ido 0*1 (TYP.) + (1YP.)O ,c��P 10 2X4 STUD WALL OI in 600 TO ROOF DECK 5/8"SUBFLOOR _ X10 DF#2 CJ @16"O X10 DF#2 C1 @16"OC (3)1 MASTER 2X10 DF#2 CJ @16"OC (3)14" 2X8 RR @16"OC Q I ML (2)9 1/2 BATH BATH No. 2 C:) �j FLUSH OUT/ CEILING 0 BATH // '� `. '� '� 4• '' x,•o0 ,. m m Q; o o No. 3 �� i ,r' f �' o' ® ® o '' o Ln ,� Cu /� ;'/� �� WALK-IN CLOSET , , '' /� i 11 II' I ' I I i i s I i o }�, X o CZ in d1DSTAIN ESSSTEEL m 0 , , . , DR GALVANRfD — - - — 3/4"SUBFLOOR , . ' I/ 1, , wooRs Ews Rw C� ��my WASHERS 12'0 C I I I I I 1 / I I I r•+ /\ i-I iP O.012'OC I ( I m U m .--N 14"ML (2)14"ML (2)14" " 12 I I l I ( I �, .v•� to 14 711360 WOOD-1 F1 @16"OC (2)14" (2)14"ML N y >~ v .....__._.__.____—.._ 1 1 1 {I 3!9'APM PLYWOOD i W ML 1/2"STEEL 3 4"STEEL ML ML 1/2"STEEL `1 O I S1 I I I I r I I ' I 11 ' GRA APA RATED SHEATHING —SHEATHING (ARNATIVIVE:7/16'OSRJ I I I 1/2"APA RATED SHEATHING I I GRADE PLYWOOD t (ALTERNATIVE:7/16'O.S.B.) j ' I ' � ) J oCOSTAL I / NLESS STEEL DINT GROOM LIVI ROOM MUD ROOM woo SC6 REWSW/ I 2X5no5 w WASHERS as 12.O.0 • I � ' I ( ( l`l\ // �•••� O d > LLj I/( WIDOW SILL I I \ TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0"OPENING) I ( 1 I I I I tLO S AIN ESS S EEL O WOOD SCREWS W/ OR GALVANIZED , WASHERS P IZ'O.G (l1 '. TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES (LESS THAN 4'-OXB'-0"OPENING) z-zx,oFrx duos CONNECTED (3) 1-3/4X14 ML (3) 1-3/4X14 ML—(3)1-3/4X14 ML TOGETHER WITH STAINLESS STEEL 3/4"SU FLOOR 2 1 2"STEEL 2 1/2"STEEL (2)142"STEEL DR GuW/WASHERs ANDNUTS@2'-a o c N 2X8 ACQ @16" C TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) 3)3/4"STEEL GIRDER 14"TJ1560 WOOD-1 FJ @16"OC (3)1-3/4X11-7/8 ML w/(2)3/4"STEEL GIRDER Q (4)1-3/4X11-7/8 ML w/( (2)2X6 , WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL a. GIRDER e , -77 AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) V 4 �,.,8"dia.CONC. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" •1 4 PIER O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO • ' ; I 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 O •4:•": STAT R.:: 5X5X1/4 TUBE 6X Xl/4 TUBE p� 5X5X1/4 TUBE 5X5X1/4 TUBE 9a; n 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 i 0 COVER. �I WELL' •': STEEL COLUMN STE L COLUMN I STEEL COLUMN STEEL COLUMN .:r• HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 00 e•��: BF20 BIGFOOT '';°•• FOOTING .• 8"PC WALL e.. DAMPPROOF N .. A .'V DRAIN• 4"CONC.SLAB ;,q C N •. ;fy • °. • •. e. • •. - e e. .. • •. a °. • • ° e. • •. ., • e. • •. AA d e. t -------__ + ' • • -----• . • �t JI• M dam.►t J` dam.► . ! .p7 .lY.°'we o.'°" ! v nve:!Y.°, oe pave•! I � .Y, J•ve• I `- ------------' T vM `----------- ------' 16"X8"CONC.FTG. CONNECT TO 4'-6"X4'-6"X1'-0"CONC.FTG. 7'-0"X7'-0"X1'-0"CONC.FTG. X12"THICK CONC.FTG.REINFORCED—► (2)#5 REBAR +- � #5 REBAR @11"OC #5 REBAR @9"OC w/#5 REBAR @11"OC EACH WAY x ,,•. `' 'f DRAWN: MH/MS ` A ;:, w SCALE: 1/4"=1'-0" DRYWELL P. E e..=*�'' (T�' ) . •b � JOB#: %Ix _yam �$' C March 27,2015 SECTION D-D. �- ��'�'•�;� �`��3��1 �.f* SHEET NUMBER: s SCALE: 1/4" = 1' OF .F PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ICY ., NOT F R ("POINTS,r� REVISIONS: PRINCETON MOULDINGS HARBOR CLASSIC 2.5"CASING PRINCETON MOULDINGS (2)2X10(RIPPED HARBOR CLASSIC HARBOR CLASSIC HARBOR CLASSIC DOWN TO 8-1/4") 2.5"CASING IIS LOAN OVER 2.5"CASING HARBOR 1 260R CLACROWIC N 12 a.s"CASING FINISHED SHEETROCK el.o ING PRINCETON MOULDINGS HARBOR CLASIC x HARBOR CLASIC 6-1/2"X7"CROWN 12 HARBOR CLASSICS ¢- -A•-I�•ER HARBOR CLASSIC 4.5"CASING INTERIOR TRIM NOTES :6-t/z"x7"caoWN tz 4.5"CASING 1X6 S4S HARBOR CLASSIC POPLAR 4.5"CASING 1). TRIM AND MOLDINGS: INSTALL 1N SINGLE, UNJOINTED LENGTHS AT OPENINGS AND 1X4 54S WINDSORONEPOPLAR FOR COFFERED CEILING DETAIL USE ONLY SILPIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN AESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. ONY STRAIGHT RUNS,R LONG WOHCOOI HEADER CAP RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER ,,/STOOL° ALL CORNERS. 3/4"PRIMED NOTE: COVE 1X6 S4S ' PRIMED TRIM 1).TRIM WORK TO BE BY PRINCETON CLASSIC MOULDINGS WINDSOR ONE 2). ATTACH THE WORK SECURELY IN PLACE. WOST00, 2).DO NOT SPLICE. PRINCETON MOULDINGS STOP HARB"CASIN SIC a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 4.5"CASING 3).TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. ) NAIL HOLES TO FILLED IN WITH SOFT,Rue-IN-TYPE PUTTY. NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 4).MITER CORNERS.GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. NATURAL FINISH (IF ANY). PRIMED b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- 1-5/8' OR DIRECTLY ATTACHED TO SUBSTRATES. BASE CAP : PRINCETON MOULDINGS •El HARBOR CLASSIC 4.5"CASING 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1-1/8"PRIMED GRADE SPECIFIED. 1XS ST BACKBAND PRIMED TRIM 3,iq^PRIMED ® a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK covE CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID O tz° � 3/4"THICK BIRCH - INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. SHELVING b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. A 1/4"X3/4"BEADED 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): � z W15n6""X02-1/4AP SHELF EDGING a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES W WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS w x THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF 1X3 BIRCH CLEAT • PRINCETON MOULDINGS (SIDES&BACK) CRACKS. U L7 FTT_ HARBOR CLASSIC 82"TO TOP OF U 3.s"CASING FINISHED FLOOR O U a INTERIOR DOOR �' WINDSOR ONE WOBC6 ~� W 16" WAINSCOTTING 1X6 T&G CB 3/4"THICK BIRCH TRUSTILE T52020 h--1 SHELVING 1-3/4" THICK 6'-8" TALL Q DETAILNo. 1 1/4X3/4"BEADED SHIELF EDGING 1-5/8"DIA. PAINTING NOTES : PRINCETON MOULDINGS 1X3 BIRCH CLEAT HARBOR CLASSIC 3s"CASING 66"TO TOP OF (SIDES&BACK) EXECUTION: APPLICATION CONTINUED: • WAINSCOAT CAP FINISHED FLOOR ,sn6^x2-1/a• WINDSOR ONE A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. HRO808 COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH CROWN PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, 1x6 S4S 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER • POPLAR HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. • PRINCETON MOULDINGS 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1 .OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP HARBOR CLASSIC SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. ) 3.5"CASING TYPICAL CLOSET SHELVING 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF cn 0 � ALTERNATIVE B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR Z 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. Q H t/a^ LED PLYWOOD COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, PRIMED&PAINTED FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY x USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. cn PZ-' 0 C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN � QI W ® 1X4 S4S POPLAR SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. tn C7 DETA i L N o. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK: PAINTING OF MECHANICAL AND ELECTRICAL OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. B).COORDINATION OF WORK:REVIEW OTHER SECTION 1N WHICH PRIMERS ARE PROVIDED L).BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. `� ry REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO +��"�a Room Finish �c leule ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. AND PAINTING. o 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO ++ Room; ��CtTC� Treatment ��`aRS: Treatment Ceiling: Treatment Remarks: ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE _ ,n � _ _ AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, cfn v °v D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. X v S Fir - - 'CF►. z,3113r Board - TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE ° CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- v 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, Erhy -1J.."Set Red.Oak 7-1/4 Nee Base vv-f�� '"�-e Board 3-1,2"-Beaded Csg� �s " ° „,,,, �' 'O' "��-�..�•�� Back B� 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR , T 3'-1fl"Sel 7-1/4 N Base�"+ %"'cm-e, �Board 3-1 t2"'Beaded Csg w!I-� "' Back-band ps=Board RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. M � y SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE ° 00 \ Oak'gzs�P SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN Stair 7-•1,14 N Base�e f 4 "re "�Jmm Boud 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS.Tkislm � � d�+ � SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED u n s~ bled .oGm 8Y.8 Tile 7-1,14 Neck Base R19;'? %*" 1.'1e , Boar'd 3-1t2'•B� Cs -wl 1-118"Bach s Board EXPOSED TO VIEW SMOOTH AND DUST OFF. � 0 ,, �� , a 4e , a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: O u CO LSI dryF,00 Il 8 Tide 7-1/4 N Base� �� -e 5 Board. •3-'. t2 �Beaded.Csg.mr 1-118 ac�7 Cii?sum Board Prmide 1311 pan fCF''4 mshu OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING `t � Bad No, I S Tile 7-114 Neck Base vrf�/r4 •,�,�„e MR s Bond 3-'1 "Beaded C,�4,,w!1-1!8"Back band NIR s B mid ,-TI u i �,.i�w^'ding PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER N WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. DISCARDED PAINT MATERIALS FROM PROJECT SITE. O 14 De-m 3�-1n"SeL d,Oak 7-114 N Base '44"'cove sum Board 3-�1,Ll"BeadedCsg.'L !1-118'"Ba Gyps=Board b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY.Kitchen 3-1 r2SeL OA- 7-114 Kea-Base.fir/4" m .sumBoa,d 3-1 Q''Beaded Csg w,'11-118'Bac&band. p-,<m Board PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND r 3-1 *°SeL Oa- 7-114 N Base .t+' l 4*"cm-e ,pa's]• 3-•1,P�"' e3d Cs,w!�1,-•1, "•Back band, ,*��'[TP'II.Bo C).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, Enclo �•ft4 T&Ci]FOR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. C).PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER ' � - 1 1S TSO 1 Cedes e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS W COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK. South Porri 5!4x4 1�r _ - 1 T G TO E&-CB•� Gear Cedar r3 -, 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE Q fzst PI� 514x4 h r _ _ _ _ Clear Cedar ra ' BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES � V SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA P1. CLl�d�63trShower i T�II1 r1 £ 1 Cedar L'sraae "L6'YsI SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. O N �. 5'4.x41 �r - - - 1x6'I'&,O'' TJ E&CB Clear Cedar Tailing, a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: � DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A).GYPSUM BOARD(WALLS):Loft t� as - r st "' 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. 3-1J'2 Sen d 141k base � �-e �c�ar�i 3- ed C� a. -�, 3sJ "�Lm .rd H SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. Hall CLCPse`� 3,-1.Q"Se� 7-1/4 N Barg wf"'. '�q� Bo 3-1�)"BeadedCsg.w!1,_1 'B;��band s BIoard PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. Bath 1`o. 2 8x8 Tile ;-1�4 N Rage 1/4" -e IAR m Board 3-1tY BeadedCsg."G n 1-1,t'B'`Back NI BMECHANICAL METHODS. 6).GYPSUM BOARD(CEILING): �� 1 3,-1 i,"'Se Qak 7-.1.t�a4 N�Base �� " ,e• ps=�o�td 3_1��' dead Cs�" ��1_1��' ��aS1d. s ��+a E).MATERIAL PREPARATION: 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. CII -lsseL C13 1,�4 �� e fL e , 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- close EMI- V � Board 3-,112'.Beaded Cs,-�r 1-1,I SI B3Ck:band C37--um Board FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. Ifaste7 m 3-1,T' Sen 0A. `TJ-�./'"�Neck Base ��"�ccn-e, Gyp Board 3-IP2"Beaded Csg.^art'1-ItS"'Back bad Gyps�11`T'1.Board 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. x STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. Wal-li Closet 3-1,r"'SeL 7-1/4 Neck B e? �A�'t`>�!'i,'te ' Board 3-172x_'Beaded Csg.-W!l_1�� '1'Back b 4" Board IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C).FERROUS METAL: �• fit« 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. Ilas"ker xS,Tile "�-114Nea,Base�'%'one NIR Boaxd 3-IfIT"Beaded Csg.•L !1-1/8'Bac NIR Ct"1,p=]3aoa h vmimc a L� F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. Sba"re as hmT S`ubvitfle GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 8X8 Tile Neck Basew!'%" ve 14 �Board 3_1t2� Beaded Csg.mnl 1_118"B3 band R , y B� 5 Shei,L. COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: 5_ 3-l�vs SeL �Qah -1,�4 Neck,�.�rre'w!,,4"C�'Lm '�a�Bow 3-1t2''Reade C` &'4i! 1-118`' Bac band C3Trm=Boaxd 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. (3oset 3-1SeL� 7'-1/4 Neck Ba:s�e !:.'4" „e Board. 3-11-7'Breaded Cs "L ! "" s EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. � 1-� a �aIld ilaI BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b).FINISH COATS: INTERIOR SEMIGLOSS ALKYD ENAMEL. ;; mNo. 3 3-I-Irl"SeL O 1/4Ne k Base e4"ccn a Board 3-1f2"Beaded Cs,.,.'Yirx 1-118"Bad G3 � Board 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT :,',,'4" *s WHERE VISIBLE THROUGH REGISTERS OR GRILLES. e. . Cts 3-l. Oak 7-114 Neck Base wfcove Board. 3-112 'Beade>d Cs w!1-t N,- Bad . s Bim. INTERIOR STAIN AND NATURAL-FINISH WOO 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH r, Bath,No. 3 SYS Tile 7-114 Neck Bae • !�'�# "e �q B+:?a..T"'d 3-112''Beaded Cs_ 'ice!1-1 '" aC1s bind MR G s Bo 42,77h';t„ai=o"i�},_vri'c., ing A).STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL �Fi Mt "$� w EXPOSED SURFACES. AT �0� DRAWN: MH/MS ICyggtlle 1{41°+�eck e$rf a�' E' 4 Clps=Boa 3-1 �, e,-d C' � '1R'I ,1-11ST3a 13, , vy r�� e 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OV LE '�?UA '.,,, ^.� r` SCALE: 1/4"=1'-0" EXTERIOR FACES. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APR1AI �- } 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED < *�1 4 <' JOB#: SuidhDeck- 514x4 MAOr _ - - - Fg-bercm tt?�*=m*p-T 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. k CASEWORK TO MATCH EXTERIOR. :;. March 27,2015 514x4 j - - - - F'3�on s", Ie raE 2j.STAIN COAT:INTERIOR WOOD STAIN. ;-� .® ik r ''"` 3).SEALER COAT:CLEAR SANDING SEALER. SHEET NUMBER: 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED � VARNISH. TIN- A NOTE: PIRON E ALTEMATWE ELOO Phi -- 1114 SALATN 0AM N7.5- SELECT IDA (STNS TO iALTC 3-1 P' " VS 3"5,7 RANMONINUDTH. �� A- 10 1 0 IT 4 , I Tl rT , 'J �� ' 7 G1 REVISIONS: NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE WINDOWS AND DOORS: �. Software4,6,0 INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, . WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. Iff 1). INSULATE HEADER UNCONDITIONED BASEMENTS: �+ C %wdfi 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. , ' U � ' ' , 0'ell D ROUGH OPENING WITH A CONTINUOUS �p<` 3). SEAL BETWEEN WINDOW/DOOR JAMB AN OU 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGL4SS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: Pj ' L. Z PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: O 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. r y Cc 2010 New G ; EnemyConservation � zn SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. lmcaim: u - County, r e o p ft- BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. `� Single-family W RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): F j)M=t Typ flerr Caanstr-uction, RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG U CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. ConPloor An: 3,29 2 ft?_ ? „y a INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. ., C SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS 31 ing A .!! 27% >� STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: � M�ra�: � ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. . - • 't O W SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Permit umber: Q IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER ^ FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. I--I MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. c n- ,.ru cf,on 13,esig menzrConam-m cto r-- ALL =ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: ZLIAR HOUSE ?4m - Schwertz, Arrc rtes` HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. , IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 1„5115 A SHOR S ROAD =0. X33 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. GFGST%7 'RT,, NY cut=hIo ue P 11.915 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. E31-724-4195 35 PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES IJar�Ai°kc t7 0` tC�''r; ne_.ret INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: E BLOCKING AND THE SUBFLOOR. R »:irom V.PL: w@ 1 . SEAL ALL PENETRATIONS THROUGH THE � e,,,. ` HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2 SEAL SOFFIT AN BAND JOIST WELL ENOUGH T PREVENT WINDWAS ING. :. •• , O .n. , 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. .._., , w�..•,,�e....,� .ee_ _ , e.�>3<�,,w.,:.,u_t,..N�.;,�._:,v..<.<,;.,,, _•. .. :: ,.::. a.�,. a,.,>, ,,,.,_.e, ,, ,,,,,,,,, ,,,v..., .,<,<�;:�:>:.:� H HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THEi) r--net: '- SEICcde, °�� »`� IIS�O O THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. �t "r i ,t t-w -h§.� +G� - ,�t-� he � & zu ,= E*fid a 'cmc � Cn ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL �� s ' ` �" ' CrC MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE o C7 HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2)»SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM , CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER FOR HEATING AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS. :• r.. , „. 3 . SEA A L PENETRATIONS THROUGH BLOCKING '.'s..•..'.....r......,..a...,.:,..,,�.e.....:P..,v5.�,'„........, .a�,.W».>';4.+,..5...,..<..,.t..<....".<.,�.,...<..._.r_.v.,.1r£Y.>...v.,.,„...e.k,..,...Pv,.e�k<..........x""vr.:....L.v...,..vn:.„......v.i..,.......'....,.....}. „..a HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE E RANGE (OF AT s4 . PROVIDE DE BOTH INTERIOR AND EXTERIOR AIR BARRIER THOROUGHLY ..v..Y.. .x...<•.e.....<,,..... ..,.,. .,.. v i:i. .., ,w£. ..:.. �v...,,. ...x 4,.?.-.. ...,t,.xe....S•r.,X�.,...„}<..,.....,.r...en..4..,.....,..�.,. ,.. ;� >�N ,mt°?.x._aa?.. �., :.Z:4" ;:'`� '• r-,f:..te..6'f,,.L<'.f, e " - ,W 'Nt N AND COOLING ARE EITHER ..„_.x< : ,.,, <"> , ..,,,`::,, `,•, ;.�. . ,,o. ,AS,�,,A.,>,.:.e...w.,, ... ,v,<, , ,., � .�.} EAST 5 DEGREES WITHIN WHICH CALLS FOR HEATI G L ) ., ,, . 4...:,. .,r,:h » ..•}. ,..°. .,ao.•.,e.. .. :E. ,, ,,,.... a , .:n3 ., .`,.._.. s,:5=..<... .;,'o., :;',`. .NY..;, , e.3» sem`';.. '3;xa f•':: a , ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. t SUSPENDED OR REDUCED. SIMILARLY, H MIDI TATS MUST HAVE THE CAPACITY , ,. »..x.. t ........ .< r <"r., <,.<a <, ,, •::5. .. ' ..,t .a ., ., , , : ,_ .. ,. . . , �. a� . .A ��:'" ,:,W`. > `:,� ' �. • fi t. ,a rt z <� d`>..�e,.".,-,,.,..•,". <,.,... >�..,...d,a,`•„. ..`,o,�. .�..�.sa......n.,,.�w.,:Q.:a».a'.,:,.»»•,»,,r......,.. :<,..<.,,...x a,..a....,w;3.;.t,,.e..aM.'::.?>,S t.o.,,:a7,,.�M,.,..,. ,.<.aLATIVEPREVENT ENERGY CONSUMPTION (SUSPEND OPERATION BETWEEN 30 AND 60/ RE HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT N INTERIOR WALL. rY�';r.,.•., ,.,.».-.,x.,, t'.,".,.,..' " .,,t,'C. r..,,a�ot`,r...;.•�<; .-a'.,:..:,..e� �.a.,.,,r Ea.. ;.,... .. <:.<;:x..:...;. :✓....:,.,t:.}.�.x..�4y.,:. '_< ...<..>,»,.,�S,.,,,<. USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. Floor 2: All-Wood, di TrlaJ l -.4. Ur con&' ' .ed Space1,750 3D_ D-0 0.1332 5S ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: C"eiFirm 1: 'i nt' ding or ,or Scis T ' - 1,750 30.0 @. N Q -035 G1 m � GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1), SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. rn n , 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFOREF , ' `1 D.C. ,550 x.9.0 �1. _ G �° �. � m o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. p '� DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES 1N3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. Vfir.:d i€ 3 ., 'Arood Frame -Al le fame wi'6-A -E 135 0.30°0 41 w (D UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVELn a R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: ll imd 2: 'Alo d � q��„[ � wild -E 140. 0.23: 4 44 � � U DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. � � � THE INSULATED ENVELOPE OF THE HOUSE. �` r>r Z. Imo''-` 3 .3� 11I � IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2). 1F RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. 0 U R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. Vi,"_ w 2: %Vzcd Fm e ` ,90 `o.c. ,5 `E 5. D. A 7 5 N 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR ) w DUCT SEALING: INSUMbVTE. Vill-3dmv 3: 'Albod _rarnva A,1e Fane wr"° , Low-E- 249 0.300 74 � DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND W-midavy - 'A"ood �-rams-r g=:, le Fanwi Low-E 5 0.230 14 SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. � W MUST BE SEALED WITH EITHER.MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING C om.ir manc,- f7tate� en Th r bull dinq de-Si n described i� ICS=°r i.stent °� bu in , trz' s e anc, ar? er' � UL 1816 MAY BE USED FOR FLEX DUCTS. DUCT TAPE 1S NOT ALLOWED FOR DUCT FILL THE CAVITY: t. 3 �` �- < INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING c1-.1cI`tion_ z ub nod V ermitt Ices= tion. The "o mm *� � a � V P' R'P p, building h�.. � dam. ' ��'d'i� �,�� >�� "4�"•�rr �°�� SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL Con=tel-� �L n I�trz ru; on ,ode r ,.�� Ir�mere Irl � + "��1��I� 4.G.0 Ira carnplY with the anda ry requ en R ?�d in, O WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. Lm F F_rjchcf: fns ..,tion e�:.Uirt- - WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER 1HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND .� ;�. _ �,✓ TO SUCH MATERIAL 1S ALSO ACCEPTABLE. Tim - I m -S 3nmtu = D ste ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: V THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY x 1F THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ,�,,I VENTILATION: PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Prof ect Ti tfe-- 1 MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, � ': T THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. �,� ��r�� anNDom��, E�� e kAZ�E� �.rck pag e 1 VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1 CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. ` * .. �C; +;+ DRAWN: MH/MS �*fie SCALE: 1/4"=1'-0" 19 fC. :� +_ ,� ➢ N JOB#: March 27,2015 y� . SHEET NUMBER: -, , �f ,a ,31 REVISIONS: 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. KING STUDS ° ° RAFTER WALL STUD ENDWALL ° CRIPPLE STUD o ° BOTTOM PLATE p RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 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 NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH 2 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING X24'OC O M--1 WALL STUD THROUGH-ROOF EXHAUST Va ENTS SELECTED AND �--� LOCATED BY CONTRACTOR METAL STRAP W Q CRICKET AT TOP-SIDE OF C-' CHIMNEY VENTILATION CHANNEL RIM BOARD RAFTER AS REQUIRED � O SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U r I ` VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION - TOP PLATE ' - - - FINISH WALL AND MOISTURE BLOCKING`,` 2x4 LED ER BLOCKING Z Z STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A C AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA 10 U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER H THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. � � �,. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. Q INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 11-1/4%30 18a. STRAP AND JACK STUDS" AND SO AS TO MAINTAIN AIR SOFFITED EAVE / g GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4 x 18 a. TWDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ��„ ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL � ROOFING LAPS BASE FLASHING 4 INCHES \ RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING QJ \ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING C/] 0 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT P4 Z H WOOD JOIST O O ol TOP PLATE Z GIRDER/HEADER ct SIDE WALL FLASHING �x � 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST C7 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Lv FLOOR JOIST DEPTHUSP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OFF ROOM TO SLOPE / TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DB L. SILL PLATE D I o TERMITE SHIELD SUBFLOOR N a SILL GASKET / WOOD JOISTS Cf) m y o ` NEOPRENE ' u CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE m o TYP. CONC. FOUNDATION ( 6 MIL. POLY V :° a-' DAMPPROOF EXTERIOR v GRANULAR FILL = ' I BOLTED TO STEEL BEAM WITH `-' x o 6MIL POLY ON EXTERIOR e V STEEL COLUMN ra 1/2 " DIA. BOLTS 48" O.C. STAG. +, ' 0 ,0 - D ° ° ROOF JACK '�� .� �� STEEL B EAMp 'u \ v CONC. SLAB °r,. ° �� o \•^ ANCHOR BOLT EMBEDMENT: �� I �. m m r POURED CONCRETE: 7" `� I cn 4 x -'~ V I COMPACT FILL ° " x 1/4" x 8" STEELB LOC K WALL: 15" ROOFING LAPS . TOP AND BOTTOM PLATE 4.1 V FLASHING AT °, U c� KEYWAY FOOTING D A d WITH 1/2" x 6" ANCHOR BOLT m e L�'n c- n Q CONC. FTG. 'p Q•o G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP N v cu a° d ANCHOR BOLT CONNECTION 1/2" GROUT � 0 c° • � � (USP LBPS58 OR BP583) �` � 'O W REINFORCING BARFOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN �- DRAIN TILE s 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 TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATIONr� SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U CA SUBFLOOR CONC. SLAB I ( DOOR FRAME 6X6 10/10 WWM COMPACT FILL DOOR --I --I1 0— JOIST USE 2X8 FOR B LOC KOUT STEEL BEAM 4" SLAB W/ 6X6 WMM \ I I SLOPE P.T. PLATE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR PACE �`� < I <� ° ° (WITH A NAILING PLATE IF NEEDED) AT END AND ` +r 1 " 's •a °a a c'Z= ^ 1• '•p ° ° n ° •° , TO BE APROX. 1/2" OR HIGHER THAN - ------`r-----� ` ES OF WOOD D�� D D o T R SHRINKAGE STEEL BEAM 0 ALLOW FOR Q, GRADE e , BEAMS - I- (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) o o l!' 6X6 W.W.M. .,a -a- i - Q —' ° �. e° I I- I E I 1=1 I 11 a a n D' D o 11= =TL=1I�I MIN. el. oQ'D �. ° D ^ Q'� Q', �'� ° _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM II ' � � d ° ee^ ID I�-�� SUBFLOOR I I—I 6 NOTCH EQUALS 1/4 DEPTH OF BEAM �i-I D D _ 101ST �r n REINFORCING BAR REINFORCING BAR c ° �II e d e D ° II II o IDRAIN SHEET METAL / 30# FELT UNDER BEAM AT POINT STEEL BEAM 12� , OF CONTACT WITH CONCRETE OR CONC. BLOCK iTl ii� •t, w 'q i�4' ' 3" PLATE (BOLTED TO B w19s' 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. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM .�?� DRAWN: MH MS GARAGE DOOR BLOCKOUT 4 SCALE: 1/4"=1'-0" BEAM POCKET ' ` .z ;. JOB#: ��•�;,��'� ;�, � March 27,2015 SHEET NUMBER: a23s A- 12 � . j . REVISIONS: 2x_stud ") JOIST DETAILS Plate nail-16d(3-1/2") wall at 16" plate nail-16d(3-1/2 ALLOWABLE HOLES - TJI Joists a * on-center box at 12"on-center box at 16 on-center INTERMEDIATE BEARING Floor panel nail-8d Load bearingor shear wall NO LOAD BEARING WALL ABOVE loor panel nail-8d(2-1-2") 2-1/2")common at 6" No field wit ho/es 1-1/2'hole may be common at 6"on-center* above must stack over wall See Table A See Table B on-center In hatched cut anywhere in below) Web stiffeners "nes See Table see Table web out- required each side Load from side hatched zone DONOT Blockingpanels 1"or 1-1/4" 1-1/4"Trus Blocking at B33W P above cut or notch flange. Blocking Trus Joist Joist rim ane) may be required with Q panel rim board* board 2x4 minimum shear walls above or 6^ 6^ Fil squash below-see detail Bl 1-1/6� L 1 z x D 1 Dl Lz z x L z Dz oe nail-10d(3") 12" oe nail-lOd(3") if blocks 6" minimum minimum 6" 6" (applies to all box at 6" box at 6" holes except on-center min. on-center * knockouts) Do not cut ho/es larger than Remove tongue and groove B1 Bl 1/16" 1-112'In DONOT g g Table A - End Support cut holes In candle from floor panel edges Boun ary nailing Mi !mum distance from edge of hole to inside face of nearest end support reinforcement. supported by 1"e-Rim®to .8d(2-1/2") Web stiffeners 2x4 minimum ensure quality nailing. stall proper blocking squash ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE q tY g common at 4" required each q DEPTH TJI TJI rim *Conventional construction code minimum for * to support all panel on-center side at BiW and blocks z^ 3^ a^ 6-lrz^ a-ln Il" 13^ z^ 3• a^ 6-1/2" a-ln 111 13" st se with A3 only.See Trus Joist Framer's edges B2W Use 2x4 minimum squash n0 r-0" r-6" 2'-0' 5'-0" r-0" r-6" 2'-6" 4'-6" O O Must have 13/4"minimum A3 A3.1 3.2Oplecifications. cket Guide for A3.PA3.3 installation 3.4 *See Trus Joist Framer's Pocket Guide for B2 B2 B 3 B3 C$ blocks to transfer load 9-12^ 210 1'-0" 1'-6" z'-o" 5'-0" 1'-0" TV 2'-6^ 5'-0^ Al A2230 1'-0" 2'-0" 2'-6" 5'-6" 1'-0" 2'-0" 3'-0" 5'-0" joist bear/n at ends additional installation specifications around TJI joist 360 1'-6" 7-0" 7'6' 5'-0" P-6" 2'-6" 3'-6" 5'-6" 110 1'-0" 1'-0" 1W T-6" '-0" 1'-0" 1'-6" 4'-6" 6'-0" 210 1'-0" 1'-0" F-0" 7-6" 5'-6" 1'-0" 1'-0" 2'-0" 5'-0" V-6- TJIlength of 11-7/8' 230 r-0^ r-0^ r-0" TV s-0^ r-0" r-0" 2'-0" s-6^ TV TJI'oist Nail Trus Joist rim / 8"diameter maximum hole board to blocking Attach reinforcement 360 r-0" r-0^ r-6' 4'-6" T-0^ r-0" r-0^ r-6" 6-6" T-6^ 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 r-0" r-o" r-6" s-o^ e'-o" r-0" 7-0" T-6• TV 8'.0- 3/4" for 1i-7/8"-16"dee filler block.Use blocking panels;6" with connections to joist with one 8d 110 r-0" r-0" r-0^ r-0" 7-6^ s-o" I'V r-0• 1'-0" 3'-6" 6'-0" e'-0" Web stiffeners 8"diameter maximum hole P equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 r-0" r-0" 1'-0" r-0^ TV s-o" r-0^ r-0" r-0" 4'-0" 6'-6" B'-6" reinforcement blockin anels,6" 4'-0"length with diameter maximum for required each for 11-7/8"-20"dee g P decking schedule each corner and la" z3o r-0^ r-o" r-0^ r-6" 3'-6" s-6^ r-0" r-o" r-o^ a'-o" T-o^ 9'-0^ P on one side at diameter maximum for 9-1/2"and 11-7/8' blocking panels 9-1/2"deep side at E1W blockingpanels;6" Trus Joist Attach reinforcement TJI joist web with 2 rows 10d 360 1-0" r-0" r-o" 2.6" s'-6^ s'-o" r-0" r-o" r-0" 5'-6" E'-0" 9'-6" O P E2,both sides blocking panels 9-1/2"dee T11 joists. or shorter than 12 long. 1 6diameter maximum for g P P o not cut flanges. rim board to joist with one 8d Blocking panel between Blocking (3")common nails at 6" 560 r-0" r-o' r-0' 7-6" 6'-0" 9'-0" r-0^ r-0" 1-6' 6-6" TV 10'-o" oist.Nail to to 210 r-0" r-o^ r-o" r-o" r•6^ 3'-6" s-0" r-o^ ro" ro" z'-6^ s-6" a'-o^ l0'-6"at or shorter than 12 long. gp n-center,clinched.Use z3o r-0^ r-o^ r-o^ r-o^ z'-o" a'-o" s-6^ r-0" r-0" r-0" TV 7'-0" 9'-0" -0"locking panels 9 1/2"deeg not cut flanges. (2-1/2")common nail at latelwith connections anal 16d(3 1/2")nails with 16• 36o r-0" r-o^ r-o^ r-o^ 3'-0^ s-o^ 9'-0^ ro" r-o^ r-o^ a'-o^ 9'-0" lo'-o^ n'-6^or shorter than 12"Ion Trus Joist each corner /ach LDo not cut flanges. quivalent to decking 3 2"TJI joist s6o r-0" r-o" r-o^ r-o^ 3'-0^ 6'-6" lo'-o" r-0" r-0" r-o^ s-0" 10'-0^ 1F-0" 12'-0" rim board schedule. a ge widths. Trus Joist 12"length of a^ 6^ B" lo^ 12^ Is• n• a^ 6^ e^ lo^ tr ls^ n^ r;m board ttach 3/4" 12"length of 18" 360 r-0" r-0^ r-o" TV s-0" qI'l-E r-0^ r-o^ s-0^ l0'-0• n'-o^ 13'-6^ reinforcement to reinforcement 3/4" s6o r-0" r-o^ r-o^ r-o^ s'-o" r-0^ r-6" s-6" 11'-0" 17-0" la'-6" Trus Joist rim ttach reinforcement joist web with 3 on one side at reinforcement 20, 360 r-0" r-0^ r-0" r-o" 7-0" r-0" r-o^ z'-6^ e'-o" lr-6^ la'•o" ls'-6^ /W^� 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" board to joist with 8d(2-1/2") rows 10d(3") E5,both sides on one side at common nails at 6"on- common nails at 6" at E6 Wood o" able B - Intermediate or Cantilever Support Z • E7,both sides ,L O° v center.When n on-center,clinched. backer pp �R` reinforcing both 2 v� Use 2 rows with 9 1/2" at E8 des a+`�e�e< aS Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support 2 Face grain a+ �llR` Less than �� `�\ a ROUND HOLE SIZE S sides,stagger nails. �a and 11-7/8" a Sass than \A`a v\e�tr caE0t DEPTH TJI SQPARE OR RECTANGULAR HOLE SIZE U horizontal 5 � El El E2 E3 E4 TJI joists. E5 E6 E7 E8 Fl or z 3" 4" 6-1/2 8-1/2 n• 13^ 2" 3" 4" 6-1/2' Ban it" 13" Not for use with 3-1/2"TJI 110 1'-6" TV T-0" T-6" 1'-6" 2'-6" T-6" 6'-6^ 210 2'-0" 2'-6" 3'-6" 7-6" 2'-0" 3'1" 4'-0" 7-0" joist flange widths 91n" 230 2'-6" TV 4'-0" 8'1" 7-6" 3'1" 4'-6" T-6" —j Filler block Attach 360 3'-0^ a'-o" s'-6" 9'-0" 3'1" 4'-6' 5'-6" s'-0^ O FO-i 110 1'-0" 1'-0" r-6" 4'-0" a'-0" 1'- 1'-6" '-6" 6'-6- r with ten lOd(3")box WEB STIFFENER ATTACHMENT 210 VV V-0' TV 4'-6" 9'-0" r-0^ z'-0^ 3'-0" T-6" 10'-0" I--1 U nails,clinched.Use ten n-7/B" 230 r-o" 2'-0" 7.6" 5'-0" 9'-6" r-0" 7-6" T-6' 8'-0^ 10'-0" 16d 3-1/2" box nails from EXTERIOR DECK ATTACHMENT C1/8;l 360 2'-0" TV 4'-0" TV n'-o" 2'-0" T'6" 5'-0' TV 71'.0- each ) Option#1: I-1/8'minimum each side with 34/2" Structural exterior Apply subfloor adhesive to all T11 Joist blocking with end 2-3/4"maximum 560 r-6" T-0^ a'-6" B'-0" 12'-0" T-0" 4'-6" 6-0" 10'-6" 17-0" TJI joist flange widths. sheathing 11#2 110 r-0^ r-0" r-o" 7-0" 4'-6" e'-o" 1'-0" r-0" r-0• s'-o" T-0" 12'-0" Web stiffeners ) g g contact surfaces cks installed at 1/3 joist ' 210 r-0" r-0" r-o" TV 5'-0" TV r-0" r-o" 2'-0" 6-0" 10'-0" 12'-6- required n if sides of Use fifteen nails with g Three 8d 2-1/2" box nails, Backer block s an locations using ( ) la^ 230 11-01 r-o" r-o" 3'-0^ s'-s' la-o^ 11-0" r-0" z'-6^ 6'-0^ 10'-6" 13'-0" I� hanger do not lateral) TJI joist depths Flashing wo 8d 2-i 360 r-o" r-0" 7-0" 5'-6^ B'-6" 17-s' r-o^ T-0" 4'-0" 9'-0" 12%0' 14'-0" 8 Y Install tight to top Bearing plate: ( /2") clinched support at least 3/8" greater than 16"• box nails or 560 r-o" r-0^ r-6^ 5'-6" 9'-61 13'-6" r-0" 3'-0^ 5'-01 10'-0^ 13'-6' 15'-0" PP flange(tight to Flush plate with inside Treated 2x ><sQ Three 16d (3-1/2')box nails of TJI joist top bottom flange with face of wall or beam — o`S a+ 2-1/2"screws, 210 1'-0" 1'-0" 1'-0" l'-o" 3'-0" S-6" 9'-6" 1'-0" 1'-0^ 1'-0" 4'-6" 9'-6" 12'-6' 15'-6" g ledger hl'J1 $ typical at 3-1/2'TJljoist flange widths 16" 230 r-0" r-o" r-0" r6" 4'-0" 6'-6" la-6" r-o" r-o^ r-o" s'-o" l0'-6" flange face mount hP 11#2' 360 r-o^ r-o" r-o"1 T-0^ 6'-6^ 10'-0^ 13'-6' 1 1 lw"I r-0"1 no^1 T-6" 13'-0^ 14-6^ 11TV angers).Attach Web stiffener each 560 I'V r-o" 1--n- 2'-6^ T-0" n'-o^ 15'-0^ r-0" ao^ 3'-6^ 9'-0" la'-6" 16'-0' la'-o" with ten 10d(3") See fastener Trus Joist Option#2: side.See sizes box nails,clinched table below.Maintain rim board W 4" 6" B" lo" 12^ ls" 17^ 4^ 6 s^ Io" 12^ 15^ 17 2x strapping installed below. Top 2"distance(minimum)from 360 r-0" r-0" T_0" e-o^ V-0" 15'-0" r-o^ a'-o" 9'-0^ la'-6^ 16'-6^ an a when possible. at 1/3 joist span Tight fit 's• 560 r-o^ r-0" z'-o^ 6'-0" lo'-o^ F. r-0^ 6'-0^ g edge of ledger to fastener. locations using two z0 360 r-0" r-0" r-0" 3'-0" 6'-0^ .- ls'-6^ r-0^ hanger 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 560 r-o^ r-0" r-0^ r-6^ 5'-6" lz'-o^ Face mount acker block Allowable Load/Factored Resistance(lbs) � P hanger both sides Fastener ption#3: 1-1/2" 1/2"x 2-5/16"min -5/16"7/8"x 2-5/16"min Rectangular holes based on measurement of longest side. 1-3/4"rim board 1"a-Rim^ direct) applied ceiling Y PP g oles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag bolt 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. When specified on the layout, one or more of I I Iplacement. joist .Allowable load determined in accordance with AC 124. PByfie three bracing p I Lbo tions shown mustl/be 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2X4 " For sim les an 5'minimum uniforms loaded Joists meetingthe requirements of current Trus Joist product guides,one H1 H2 G „Corrosion-resistant fasteners required for wet-service O maxim m size round hole may be located at thcenter of the joist span provided no other holes occur in the joist. applications. lnfta/led •• Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. ALLOWABLE HOLES - Beams and Headers BEAM and COLUMN DETAILS p � H BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) C) BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Framing x C) 1/3 depth Trus Joist rim board Allowed hole tt , O O zone o o !� W Strap per code if .01 1/3 depth o o Cut only round ho/es and only ct QI or blocking for top plate is not Blocking /n the center ofbeam. lateral support continuous over panel Safety bracing(1x4 (� 1/3 span Allowed hole zone 1/3 s an ROUND HOLE CHART header minimum at Von-center and P extended to a braced end BEAM DEPTH MAXIMUM ROUND Cr ElHOLE SIZE Silent Floor joist framing wall.require bridging Fasten at each joist with 4-3/8” 1" does not re q g g o 8d(2-1/2")nails minimum ,. For uniformly loaded beams only. see WARNING). 5-1/2" 1-3/4" or mid-span blocking ( ) - Rectangular holes are not?flowed. 7-1/4"to 20" 2^ Top flange - No holes to cantilevers. See illustration for Allowed Hole Zone hanger H2 - No holes in headers or beams in plank orientation. Face mount hanger DO NOT bevel cut joist Al Parallam®PSL or beyond inside face of Rim board joint TimberStrand® Ll LSL Column O L3 See current Trus Joist L4 rotect untreated wood from direct contact wall. E2 between joists TJI JOIST ATTACHMENT at BEARING literature for framing with concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors Trus Joist rim board bearing wall above) One 10d(3")box C:) CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange (`may , BEARING AT COLUMN TOP-LOADED\I BEAMS i m wall. One 8d(2-1/2") cn 4 � O () CS box nail each � TJI rim joist side.Drive nails >( N — U 1-3/4"Width Pieces: at an angle at I lt) ^ O Minimum of 3 rows 10d(3"x 0.128") nails at 12"o.c. L3 Trus Joist least 1-1/2"from 2 rim board end. 1-3/4"minimum bearing � I Minimum of 4 rows 10d 3"x 0.128" nails at ELEVATED COLUMN O at end support; edea x o Verify Parallam PSL or ( ) minimum at intermediate TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support W-' v column " CAP Bl Ll Shear transfer.Connections equivalent to tC N 4 If using 12d(3-1/4)or larger nails,the O 00 capacity and beam Optional H1 floorpanelna///ng schedule P Y number of nailing rows may be reduced P bearing length. by one. 62 Rim to TJI Joist non-shrink s~ �, See current grout M U Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or x literature. c� G 1-3/4"wide TJI rim ll) CJMinimum of 2 rows 1/2"bolts 63 joistOne 10d(3")box W, �p (,/) at 24"o.c.staggered nail into each flange 711 floor o0 fl 3-1/2"wide TJI rim 0It 0 (I)Load must be applied evenly across entire joistTon nail with each N v „+ y (3")box nails,one each joist beam width.Otherwise,use connections for side-loaded beams. 2-1/16"-2-5/16"wide O W p side of TJI joist flange Additional nailing or bo/ting maybe required with Butting Use B1 or B2 at bTJI rim Jox nail In LS Pl P2 P3 g4 joists (3-t/2^)box nail into each O L6 side-loaded mu/tip/e-member beams Refer to current O O O O with blocking termiediate bearings flange 3-1/2"wide panels i load bearing or shear TJI rim joist product literature. End of joists Top View at centerline walll from above of support Braced end wall BEAM ATTACHMENT at BEARING FASTENING of FLOOR PANELS W Closest On-Center Spacing per Row OHI see note 3 under Trus Joist rim board WARNING Qs Nail Size T11 Trus Joist rim board TimberStrand LSL 1-1/2"or wider Microllam LVL Parallam PSL 1110 and 210 230,360 and 560 1" 1-1/2" O One tad(std box nail each side of O 8d (2-1/2")box 2-1/2" 2" 6" 4" • member at bearing, O 1-1/2"minimum from end • (n Bd(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" or A �I 10d(3'),12d(3-1/4")box 3" Z, 1 6" 4" 1 INSTALLATION TIPS O Drive nails at an Seeframingplan(/fapplicable)or Framer,Pocket oCJ 10d(3"),12d(34/4")commo 4-1/2" 3" 6" 4" 4" 1 4" 4" P P L4 angle to minimize Gulde for minimum end and intermedlate bearing Stsbfloor adhesive will improve Floor performance,but 8 16d(3-1/2")common N.A. 4" 16" 6"0) 6"I11 8" 6" may not be required. O xterior Deck (1)Can be reduced to4"on-center with maximum�nai/penetration of Jd/8'inta the narrow edge. When joists are doubled at non-load bearing parallel O splitting of plate lengths. N partitions,space joists apart the width of the wall ttaehment ded nailing is 12"on-center]in field and 6"on-center along Additional joist at plumbing drop(see detail).for plumbing or HVAC. O structural sheathing edge.Nailing requirements oln engineered drawings supersede sheathing Recommended �y recommendations. O DO NOT use sawn/umber g. Nailing rows must be offset at least 1/2'"and staggered. O for rim board maor y 14 ga.staples may be substituted for 8dl(2-1/2")nails if minimum penetration O Sawn/umber may shrink WARNING of 1" into the TJI joist or rim board is achieved. Protea OSee aRer installation. O HOLES LOWABLE Joists are unstable until braced laterally untreated wood W from direct R Farthest On-Center Spacing per ,ow contact with O H3 Maximum spacing of nails is: For joist widths 1-3/4"or less: 18"on-center concrete Braking Includes. �i • Blocking •Sheaeathing • Fpr joist widths greater than 1-3/4": 24"on-center Hangers "Rim BoardDO NOT a//ow workers to walk on .Strut Lines .Rim Joist DO NOT stack building materials Joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES Shifted joist Additional until braced. over beams or walls. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" joist Plumbing drop Bearing Plate to /NIURYMAYRESULT• 9-1/z"or 9-t/2^or 1a^or 9-1/2"or 14^or 18"or 14"or 18"or be flush with inside A Weyer aeuser Business WARNING NOTES. Depth 14" 11-7/8" 16" 20" 1 t 7/8" 16" 20" Squash blocks and blocking panels car stacked face of wall or y 11-7/s^ tt-7/s" 16^ g P carry Lack of concern for proper bracing during construction can result In serious accidents.Under normal conditions if the x 2x12+1/2" vertical loads(details BI and B2).Packing out the beam wi. Filler Block* Two Two Two web of a TJI joist with web stiffeners is nota following guidelines are observed,accidents will be avoided. z w tt e 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheathing 2x6 2x8 2x12 j ( ) fir••;l' ?y, �r n l`•„ (Detail H2) sheathingsheathingsheathing sheathingsubstitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim Joists at the end supports of the TJI joists must be completely Installed and properly nailed. '- Cantilever Filler 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" Not 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be 'k^ ^" . `t C,i } , +' ty sheathing g g g Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of)oists at the end of the bay. " ascii E4 4'-0" 6'-0" g sheathin sheathing sheathin applicable ,) y long long 4'-0"Ion 6'-0"Ion 4'-0"long 6'-0"Ion 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wail or sheathed area as in note 2 and to each)oist.Without this - ;•, '� g g g g *. �O DRAWN: MH/MS bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnalled sheathing. " Backer Block* 1 ( '%r l.`1 SCALE: 114"=1'-0" 5/8"Orr 3/4"or 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. $ (Detail Fl 3/4" 7/8" 1"Net 2x6 2x8 2x12 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. �5 is '# +•�, ," JOB#: or H2) */f necessary,increase filler and backer block height for face mount hangers.Maintain l/8"gap at top ofjoist;see detail W.Filler and backer block lengths should 6.The Flanges must remain straight within a tolerance of 1/2"from true alignment. March 27s 2015 acromodate required nailing without spfitffng(12'minimium for backer blocks and 24 minimum for filler blocks). I �f �'`'.':meq`''--ry,,.# This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. SHEET NUMBER: *^ 110 A- 13 NOr ,a a '( ,,,,Tear 1a XI"PTUPN � I DA�� REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD KING STUDS SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 4"MAX. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE 4 DIA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER JACK STUDS M3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers FO STAIR RAILING and nuts at 16"o.c. ROOF LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD I--I 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE tY1 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). W [-� 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. RAFTER Q HANDRAILS 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal Z RAFTER for any contact with ACQ. O V"/ �D CV U POST HANDRAIL NOTES: H TOP PLATE Z Z TOP PLATE All required handrails shall be of one of the following types O or provided equivalent graspability. U BALUSTERS I--I WALL STUD RIM/DECK JOIST ° 1).Type I. Handrails with circular cross section shall have an F-�-•1 IQJ WALL STUD outside diameter of at least 1-1/4 inches and not greater /1 OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a F--I perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type 11. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"INCONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RAFTER RTiO 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR P g g PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4"DIA.MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 inches. GIRDER/HEADER O ° NAILING SCHEDULE 0 JOIST POST/COLUMN ° ° o Z ° ROOFSHEATHING: m POST/COLUMNNAIL NAIL JOINT DESCRIPTION Q-n, SPACING NOTES AS PER TABLE 3.8 N O GIRDER/HEADER STRUCTURAL PANEL 8d WFCM-SBC POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION AI NAIL SPACING NOTES SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMONRAFTER TOE NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMNUSE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO TOP PLATE 10'WALL:4-8d COMMONJOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE M N OVER PARTITION WFCM-SBC LAP NAIL ° STU COLLAR TIE AS PER TABLE 3.4 EACH FACE 0 m °' ® RAFTER WFCM-SBC END NAIL a\ m TO 0 BEARING PLATE u GIRDER BLOCKING EACH TOE `"' x o 2 -8d COMMON cz TO RAFTER END NAIL u Y o RIM BOARD EACH END Cz ° p 2 -16d COMMON 0 TO RAFTER I I END NAIL r' ° WOOD JOIST �• ,.°0 • U >` WALL FRAMING: a) LEDGEP. I1 ��'• NAIL NAIL rn U CO GIRDER/HEADER I CONCRETE PIER JOINT DESCRIPTION NOTES �t o I QTY. SPACING 00 0 � WOOD JOIST N GJ +� '• °• TOP PLATE TO PER 10' W 3 WOOD JOIST 2-16d COMMO FACE NAIL TOP PLATE FOOT > TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2-16d COMMON I CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 11 (MINIMUM) STUD O.C. NAIL FOR HEADER HEADER/GIRDER-TO-POST CONNECTION 16d COMMON THE PROPER STEEL CONNECTOR. HEADER TO 16"O.C. FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I OR BEAM IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END REQUIRED I I PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O BOTTOM PLATE TO: FLASHING TUCKED UNDER I FENOOR JOIST, BAND D JOIST R JOIST, 2 BLOCKING 16d COMMO PER OOT FACE NAIL TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. EDECK FRAMING: � PIECE OF SIDING BELOW THREADED ROD 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION NQTYAIL NAIL NOTES T . SPACING 2 CONNECTED TO BLDG. @16 OC POST JOIST TO: 4-8d COMMON �i PER TOE MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL WOOD JOIST END DISTANCE BRIDGING EACH TOE TO JOIST 2-8d COMMON END NAIL BLOCKING p BLOCKING EACH TOE FLOOR FRAMING , --- •-.- - MINIM M ^ TO JOIST 2 -8d COMMONEND NAIL 2x JOISTS o ' o END NICE D LOCKING TO- EACH TOE °C ,; . .�', ' 12"xl2"x12" y �� SILL OR TOP LATE BOCK NAIL •o •�$, CONCRETE FOOTING 3-16d COMMON BLOCKING FOR WOOD GIRDER V ^ vv� ^v LEDGER EAMP EACH FACE JO ST NAIL ` .; • JOIST HANGER 3 16d COMMON LAG BOLTS '� ^ �. '`' n JOISTTO BEAM ON ER PER T JOIST NO HOLLOW COLUMN UPLIFT 3-8d COMMON RIM JOIST/8D. D ' SIMPSON STRONG TIE MODEL STRRI/2 O ° DECK POST FTG.CONNECTION BAND JOIST PER e SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS 3 -16d COMMON ` TO JOIST JOIST r^ DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER '� _ SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 2-16d COMMO TOS•,.. i.;t USE WITH RT10 TYDOWN ANCHORS SILL OR TOP PLATE FOOT Pd IL 2, { JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING w t `.a �,�• March 27,2015 SHEET NUMBER: A- 14 y LrD h REVISIONS: GENERAL 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 BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES 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 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 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 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 shall 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 NAIL NAIL 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 GAURDRAILS ANY DIRECTION 200 H 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) spacing to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W specific use expressed or implied in the use of these plans. P g �Is P P g� 2 - 16d COMMON 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 w 0 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Xindow and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE Z 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 Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. yP P STUD O.C. NAIL U p g FIRE PROTECTION Sym.: attached with 8d common nails at 6 o.c. at the panel edges and 12 o.c. in the field, and �D 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 HEADER TO 16id COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS P4 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 ConH in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shallbe taken Into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ►-� U 6). TYPE II 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 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: i• SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING . FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER `� " 8d COMMON JOIST NAIL masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" Ion at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES g pp p y 3.5. BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3- 16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTES: 1 ( BOTH FIELDS) 6 maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD O �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 P4 Z 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 0 H 8x16 cast iror. foundation vent for every 150 sq. ft. of area. NOTES 0 O DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE xa 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. �"� �- W 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 rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 13' - 16d COMMONJOIST NAIL g P P g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o C7 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. N rn 8). Drainage as required by current N.Y.S. Residential Construction Code. ) j P SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEA HINCj. 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 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3 . Tabulated 4 inch o.c. nails 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. ) P g g g 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. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o otherwise. JOINT DESCRIPTION N v Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m s~ o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn M a � NOTE: 2 FOR PANEL FIELD t\ - U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE o ,t, 2 5d COOLERS „ Bearingwall headers to have 2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 ( g 6). Concrete piers shall be a minimum 6" above grade. ��^^ 11 `O openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N SHEATHING: O �' x o R. CZ - M openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7 , All joists to be supported with hap ers and anchors. Each Joist shall also be anchored NOTES U 1 PP g 00 a, openings between 41 and 6 0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6n and blocking where applicable. 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 `� U x yP g' 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 �. 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 be used. � U n �. a, 1' U) 7/16" OSB 6d COMMON 3" O.C. EDGE N v 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 o w 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. WALLBOARD 5d COOLERS 10 O.0 . FIELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g� g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. E"' 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY'. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 'U HVAC SYSTEM NOTES sa coMlMo 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 12" O.C. FIELD cn O as required by current NYS Residential Code-FIREBLOCKING REQUIRED � under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES': Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE (REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. F needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3500# CAPACITY. ). y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. P g P P adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. , 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3). DO NOT BACKFILL UNTILL FIRST FLOOR DKK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 'P , r$ A � to have regular 1/2" sheetrock. All walls to be taped and finished. >, w., to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current ' 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. • '� S . approved equal. Flat roofs shalll be applied with a Fiberglas base sheet with an EPDM �• torch down type material over. . its p DRAWN: MH/MS t'' s..... 16). All sill plates and wood in .contact with concrete to be pressure treated. Sill plates to ,< � SCALE: 1/4"=1'-0" 6) P P P � �: ,�.a. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. = JOB#: g March 27,2015 : L3 SHEET NUMBER: oft A- 15INOT1,1711 FOR $�r � REVISIONS: CiENERAL 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 BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION (QTY SPACING NOTES 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 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL 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: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall 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) ROOMS (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 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 NAIL ►-� 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 NAILNOTES GAURDRAILSANY DIRECTION 200 SPACING (� 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) TOP PLATE TO PER FACE NAIL 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, 2 - 16d COMMON W P P P P TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F" anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all w p TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z 5). Refer to the Window and Door schedule for exterior openings. corners. INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 0 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP p STUD O.C. NAIL Sym.: U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION `'v 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 HEADER TO �16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS) ® SEE FLOOR PLANS edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Cn such as bookcases, shelving, pantry, closets, trims, etc. g g q P TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 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 Q1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 1---1 determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING - 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 - 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 . CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and SILL OR TOP PLATE 3 - 16d COMMO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge p 6 maximum lifts (layers). 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.C. 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 C) F" 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 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. d W 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 RWM the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST ? - 16d COMMONJOIST 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, (7 2). Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F S H EATH I I� 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R • 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 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3). Tabulated 4 inch o.c. nails 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. P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd A,S 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 SH EATH II N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g P 5 . A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL. NAIL ) g g g JOINT DESCRIPTION N v a otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY.. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) M m g EDGE U needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. NOTE: 2 FOR PANEL FIELD 8d COMMON @ 12" O.C. rn 4). Unless otherwise noted , al] bearing wall headers to be (2) 2x.10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 O.C. o ,l, �'� WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Cn Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O x o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES LO NAIL. NAIL00 openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION TYSPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �+ U and blocking where applicable. Q .. 40 4 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 CZ � x �' y y g g ) yP g PANELS 8d COMMON WFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 Cf) 5 . All flush beams/headers to be installed with heavy duty alvinized hangers and anchors where applicable to alll connecting joists. PLUMBING NOTES be used. o, •� 7/16 OSB 3 O.C. EDGE � c, � v 6d COMMON PLYWOOD 6" O.C. FIELD 2 Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with 0 r� 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 )• P g g g 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. P-1 WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 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. ) P g� g (typical). FLOOR SHEATHING: access openings unless otherwise noted (typ' ). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p P y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. U where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMO 6 O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD o 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists u7 NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED U)under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3500#CAPACITY. ) P P g P g 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all' roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 � 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3�+ on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. xi adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactuire's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. , 1). All electrical to be installed as per N.V.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted }` t. A )"., to have regular 1/2" sheetrock. All walls to be taped and finished. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. . S �'� 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. NT4 C 9 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., approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ' PP q PP g torch down a material over. �*$ type -`�� - �. �' � DRAWN: MH/MS 16). 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March 27,2015 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES l'O MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS - 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. R E 43 ,; REVISIONS: ----- - - - - - - ---------- L --- - - - - - - \ •--- O +2EN O 1 a I BATH[ LNDRY. 1 I 1MUD\\ ROOM U \ w ROOM w PROVIDE ELECTRIC HOOKUP TOVA HOT TUB PER MFGR.INSTRUCTIONS un dlmnmw FAll (p --------------- OUTDOOR LIGHTING ' ' ------------- ' a� II - - 1 _________ _______: ° z DECK rr�� ENTRY �..i `�', Z w Ct 1 W \� LIVING ROOM ni \ i i PORCH 1 GARAGE b ' ` ' , ` �� , � OUTDOOR LIGHTING \q l ' I o KITCHEN / Od p o Lop U -III DINING ROO ' 1, \, -----' w 11 - F aN Itt 000 / - -- v o � HEATED PORCH Qdrlq PANTRY O' w Tvdt U ELECTRIC METER LOCATION VIF N N U x PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = 1' t 9 � �\ 5j �' �`, � r DRAWN: MH/MS SCALE: 1/4" 3 k JOB#: March 27,2015 :r SHEET NUMBER: X33 a' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS t�2 MANUFACTURE'R'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 117 < �`I� /� �,T l rrill EDIrl '� REVISIONS: ----------------------------------------+ 1 I 1 � I 1 • ' I -—————————————————————————————————————————————————————————————————————————————————————————————————————————,. I , , QUEEN UM BATH No. 2 rT 1 1 I F�1 b H xa I , 1 U ' O1 ♦�� •/• \ \. BEDROOM No. 1 w U RD l.0/J 1 ; , n n ■ I ; 1 `� O N 1 , 1 n n ■ I , I . TV , 1 , I II 11 ■ 1 , 1 `, ` I 1 , 1 x n ■ 1 , � � 1 e n ■ I , �� 1 1 n u ■ 1 , � � ' � LINEN 1 Q 1 ■ n ■ 1 1 _ 1 1 ■ ATTIC 1 •---------+•---------+----- -+�--- --- SIN. I l ; I ACCESS If ■ n 1 n 1 , , 1 I (VIF ' I 11 IFolp fl ■ 1 I 11 ■ 11 ■ I I 1 I I 1 I i I 1 I 1 1 1 I II ■ 11 . 1 4 , 1 , I II ■ 11 ■ 1 1 1 \ I 1 1 I I I I I I 1 1 1 , 1 1 1 II R I 11 ■ 1 I I SMASTER� EDROOM 1 II I 1 I 1 1 If - ---------------— _ R ——_——— — 11 ——__—__— ■ ——_———— 1 I \ / , I 1 1 1 E I I 1 I I I I 1 , I 1 1 1 I I 1 I 1 --- ♦ 1 n ■ n � R 1 , i , 1 � I 11 ■ II R ,1 , 1 / ; 1 1 II ■ // it P 1,'I 1 1 I n ■ N n n • 1 ` , 1 q■I / ' PORCH WALK-IN ` O ; � ` 1 n . �11� 11 h ♦ 1 ; \ \� CLOSET 1 ` , 11 . / 11 n d■I I I — — \ LOFT I O ISI 1 i ♦ 1 it R X ■ 1■■ ` ' , 1 / 1 , / 1 11 ■ P ■ 7 I , 1 1 / i , `711/, /C4001 1 11 ■ I p ■ n n 1 , , TV ® (C[ �F C) CdSD RD I , 1 II ■ 11 . , 1 / , N Q , 1 , q ■ 1 R n ,♦1 i � I I ` 01 1 I / I 11 ■ I 11 X , , i TV — — 1 ♦ I II ■ x fl , 1 I / 1 R ■ n n , 1 � � ' 1 I ■ ■ 1 n F0 n � ' jAil PORCH 1 � / 1 n ■ n x ' ' ---------------- , I n ■ 1 n x , \ D RD � 1 n p n ■ I � _� , , ■ ■ �I 11"ll�i II R 1 , V • 1, R 1 _ / MASTER ,' BATH 1 � I ■ . 11 N I , , ` 1 --------__ __—______x_________• cV --—————————————— Al clon RD BEDR �o 1 I _ to V BEDROOM ------------------------------------------------------------—--- 1 ICIV No. 3 I 01* • \ 9 1 BATH 06 1 1 1 , 1 , 0 ------------------------- u ---- ------ ------------ , V: ------ ----------------- I ------------------------------------------ --- --------------------�' --------------------- -- O un ROOF PLAN PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1' SCALE: 1/4" = 1' u POO %IN S'O,S� �. DRAWN: MH/MS SCALE: 114"=1'-0" JOB#: ck March 27,2015 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT'OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 1� 1-3/4X11-7/8 ML RIDGE ± 1-3/4X11-7/8 ML RIDGE - - - - ------- - I - - - - 2X10 RR 11-7/8 ML - -@1 OC 2 5/8"STEEL I iO 1-3/4X9-1/2 - - - - 1-3/4X9-1/2 ML VALLEY ML VALLEY 3/4"SUBFLOOR 11-7/8"TJ1230 @16"OC � OI 00 1 11 CoL 1-1-YA, I `J 0z CIO EEB IE2:n ^ � H W u rn - Co I %% - � - _ , 2X6 ACC?SILL PLATE TERMITE SHIELD SILL SEAL .' IL °' 1•-t-1 d 0 PITCH SLAB TO OH DOOR °' ' ` '� ` '- ' .. .. . . I,- A . - A ' 0 W u 4"CONCRETE SLAB w/6X6 8/8 ,;' 8"PC — - - — — - - — ,'[I -a H �.. WELDED WIRE FABRIC OVER 4" "ALL — �� — — __—_ � A O GRAVEL NOTCH 2"DOWN AT — -� - — OVERHEAD DOOR OPENING ,6"XB"CONIC.FTG. PROPOSED NORTH ELEVATION Q (2)#5 REBAR SCALE: 1/4" = 1' a ® L- CROSS SECTION T _ SCALE: 1/4" = 1' I I 1 ,! H il I 1 11 11 11 1 11 1it I I I I I I III I I 1 11 I 00 I T Ff ® ® _ AA 00 CIZ3 <I1 o � o � ® - o PROPOSED SOUTH ELEVATION ROOF AREA: SCALE: 1/4" = 1' 475 SQ.FT. AT 100%WATER RUNOFF: WT I I I 80 CU.FT. I PROVIDE(1)8'DIA.X Y DEEP DRYWELLS 0000 (84.5 CU.FT,CAPACITY) DRY WELLS TO BE 10'MIN. - C:) AWAY FROM HOUSE Co � M Do m o +; ' eOOoo 'o o PQ @) .� � co - - - - a u - ---�— =�=_- - - --==- --- - - - - PROPOSED EAST ELEVATION 00 00 N n CU ---------"----` -T -------------"-- o. -.-- - ------�- --� �--___�-_----------- ---- SCALE: 1/4" = 1' •10 STAINLESS STEEL I ' I I ( I I 1\ I I OR GALV WS W1 1 I I I / I ( / 11 I I ( /� ' /' I WOOD SCREWS EE } WASHERS @ 12'0.C. I I 12"O.0 I I I 1 I00 12• i , - � I I � I\ , - � I - � �l I , 1 I I � I I � N 3/4 _t T1 APA PLYWOOD ( F•� M-y IR"APA RATED SHEATH!N G / SHEATHING GRADE PLYWOOD ` �1 I• I /•• I �\ I 1 �1 / — (ALTERNATIVIVE 7/16•O.S.BJI I I I hq Ill I I Ii I 1 1 F�4 1/2•APA RATED SHEATHING RA / 4 (ALTERNATMVE:7/16"O.S.B.) Y _ S ` / I • I I ( I I I • I ( 00 Cn ♦10 STAINLESS STEEL 2Y4 DFRZ OR GALVANIZED WOOD SCREWS W/ SDF 2 I I I 1 WASHERS @ 12"O.C. 1 \ WINDOW SILL I I ( ( •• ' I I • ' ( I ( J TYPICAL WINDOW OPENING ' ti Tf', f f �I (LESS THAN 4'-0X8'-0"OPENING) I ( I I I I I I '/ I I I I I I I I j I I I I I I y4I4 r10 STAINLrs STEEL OR GALVANIZED I f 11 I I 1 WOOD �="p/G TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0"OPENING;) iULznx4 DF*2 SSTUOS CD�NNEcC EED _ _p7 TOGETHER WITH STAINLESS STEEL ��' rk$.'tp.�I':i ryfa k OR GALVINIZED BOLTS W/WASHERS .a(•3 {� `",• hd �• AND NUTS 0 Z'-0"O.C. 4`): PI MULTIPLE s� ♦.b ' � TYPICAL LE PROPOSED WEST ELEVATION 4` +�w•^ .�° fi dr `S-�/' r i4 (MORE THAN 4'-0X8'-0"OPENING) 11 � e SCALE: 1/4" = 1' /.. � DRAWN: MH MS • o „. / WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4"=V-0 AS IPER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) JOB#: WINIDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" March2015 ANDS MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO • COVIER 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 �r 3�"�'�. v.�'3'�;��'`� �` SHEETET NUMBER:MBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. e� 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. ala. .......-..,�. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- f, 1 1 T11, 1 SJ3 1 47 REVISIONS: 17'-4" OF 8'-8" 8'-8" 17'-4" TW 032 77 17'-4" (2)7-1,4-M6---------- 2-TW2636(3in Mull) 12 PULL ; DOWN i - - - - - - - - ----_, - - v -------------- ' J'1 1� , --- - G------,-------,—------I-�----- vd---,C 1 1 `�' STAIRS PULL oho ,^ v II II W n l DOWN 1 i D O 2X10 RR(�1fi QC � J Clq JP�� ^ ^a STAIRS co LUI `�� 1\.yr O ^ (3)1-3/4X117/8 ML FLUSH BEAM I O G91� 57< \� 12 O Ol o I� M y 1'� • I I I 1 i I (2)2X10 DF#2 (2)2X10 DF#2 0 ' • � < I I J I � I rn O o v 1-3/4X11-7/8 ML RIDGE Ln 1-3/4X11-7/8 ML RIDGE o _ a, I Q ^ N Q N ' I 1 N � O - N � M � t 1 I of O (2)270 DF#2 04_ CN I N N Q I ` I CII 12 (v, CO � -' % CO `Pco W O Cn �!G p C Ln 12 9`�� N i i ' I i O 1 1 ' 1 p O` 3 � ' i' ' I V I I i F.L� 1 J 1 I • ' z (2)744 ML ; ; 2X6 i ' i ; ' ; a ' ' WALL D TW 032 (3)1-3/4X11-7/8 ML HEADER 1 1 O O 1 ---------------------------------------------- - 4 - I p p 8'-8" 8'—n„ I p a �} 12-0" --------------------------------------------------- 17'-4" 8'-8 8 —8 3'-61h" 10'-3" 3'-61/211 01 Ar W 10 17'-4" O ?r 0117'-4" S E PROJECT NORTH ATTIC PLAN D+N 5 N SCALE: 1/4" = 1' EPROJECT NORTH PROPOSED FLOOR PLAN- E PROJECT NORTH FOUNDATION PLAN ACTUALN SCALE: 1/4" = 1' NORTH ACTUAL SCALE: 1/4„ = 1 ACTUAL / � 1).APPLY 5/8”THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING � NORTH NO RTH � MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1).8"THICK POURED CONCRETE FOUNDATION,3000 P sl HEIGHT AT 4) PROVIDE 2X6 ACQ SILL PLATE OVER COP-R-TEX TERMITE SHIELD AND DIRECTLY TO THE DECK ALONG EAVES. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1).PLATE HEIGHT AT 8'-10". 5).ALL EXTERIOR:OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES 8"ABOVE GRADE. FOAM OR FIBERGLASS SILL GASKET. COMPLETE. WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH 3).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4(2X6 AT NORTH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/l 1'-0"OF 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. WALL) DF#2 STUDS AT 16"O.C.. Q� USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS FOOTINGS D HAVE 2-#5 CONTINUOUS COO#C.ALL FOOTINGS TO CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO C >., 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. UNLESS OTHERWISE NOTED. REST ON UNDISTURBED SOIL(MINIMUM 3C00#CAPACITY). HAVE A MINIMUM 7"I ATTACHED ENT INTO THE CONCRETE.EACH Z WITH ROOF AND SIDE WALLS(TYPICAL). USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE CUTTING INTO SHINGLE SURFACE. 4).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).PITCH SLAB 1/8":12"TONY/ARDS OVERHEAD DOORS.NOTCH SLAB AT 3).FOUNDATION SLAB ST LL 1/THICK,EXPANSION i CONCRETE ON WASHER AND NUT. Q � F�-/' COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE F-� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 DOOR OPENINGS (TYPICAL) SLAB MEETS ADJOINING WALLS. � � � JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. Z O Z� 0 N N Cf) Cf) .0) O N c*) cn O --------------i I I , w � ATTIC LO / 00 � - -- _. .0 Ln U \ 00 � 11 II II II \ 11 II • II II /' � II 11 II II TLHOUSE � nn un W --------------------------�---- V : I O 1 1 ! 1 1 N 1 I 1 1 I I 1 , ' V i I i 1 , ATTIC PLAN PROPOSED FLOOR PLANyTa� . �;► R� SCALE: 1/4 = 1' SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: ' %'vv."�', � n March 27,2015 } 2 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1 � P3 »� 1 "a ♦ 1 ��I' .1 � � �d� � 1. � r TE ?A REVISIONS: 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. KING STUDS ° ENDRAFTER CRIPPLE STUD WALL STUD o ° BCTTOM 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. ADS5 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 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER 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 ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 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 I--•I a VENTS SELECTED AND LOCATED BY CONTRACTOR I--I METAL STRAP W CRICKET AT TOP–SIDE OF VENTILATION CHANNEL m Q RIM BOARD CHIMNEY AS REQUIRED ^ z RAFTER u SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN AITION U I I 1 . SIDEWALL FLASHING WOOD JOIST FOUNDATION - - - TOP PLATE BLOCKING BLOCKING Z - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST �rTT�I 0 AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA w U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA v FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER u INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION– ONTIN. SCREENED VENT 4" – 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. 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. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTIION APPLICATION SOFFITED EAVE 8" – 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4' – 6' RAFTER RT10 10-3/4' x 18go. TVDOWN ANCHOR 'u. 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 1-1 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 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE IND. FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING C SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT z C~ WOOD JOIST O 0 � O TOP PLATE z GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC 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 4" – 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE–MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE /JOISTS APROX. 1 AIR PASSAGE IF ABLE, SET FIR 2' HIGHER THAN LVL HEADERS 8" – 16" MSTA48 1-1/4"x48" 16go. 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 o TERMITE SHIELD SILL GASKET r SUBFLOOR M o WOOD JOISTS m ON r x v CONC. SLAB GAOSKETNE ��`� p m m o a) TYP. CONC. FOUNDATION /� 2x6 /2x8 CONTINUOUS WOOD PLATE o� DAMPPROOF EXTERIOR 6 MIL. POLY V3 ° ¢ v \� GRANULAR FILL , , , , ' , x O BOLTED TO STEEL BEAM WITH O � 6MIL POLY ON EXTERIOR cz .0 \•a 7 `� I 1/2 " DIA. BOLTS @ 48" o.c. STAG. z ° V ^ STEEL COLUMN ' d 4 u ( p \ c u / Lr) cu ROOF JACK „ n STEEL BEAM CONC. SLAB e A \•a ANCHOR BOLT EMBEDMENT: COMPACT FILLPOURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL BLOCK WALL: 15" a)� TOP AND BOTTOM PLATE U ° ROOFING LAPS ch .� KEYWAY FOOTING o V /� ° 4 ° FLASHING AT / ON `o e CONC. FTG. p Q'p G v' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �, WITH 1 2" x 6" ANCHOR BOLT N ° 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �� 1/2" GROUT o W REINFORCING BAR ° 1 I 3" STEEL COLUMN 4 DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB–ON–GRADE ROOF JACKS & VENTS DETAIL O I I r SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM I I GARAGE JOIST COMPACT FILL DOORI o- USE 2X8 FOR B LOC KOUT STEEL BEAM 4" SLAB = P.T. PLATE W/ 6X6 WMM M I I SLOPE ` 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR PACE �`� < I < ° ° (WITH A NAILING PLATE IF NEEDED) % �'� AT END ANDOBE O1 RHIGHER x C,y$;a ES OF WOOD r` D �'D. D ° e ° u ° ° o STEEL BEAM TO ALLOW FORSHRINKAGE GRADE GIS,'�--n------T--'- - • � �. �. _ BEAMS _ _ _ I_ I ° ° a s •e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ,— —°— .� — ° �, — c — D a �° 12" `'e ° "I o D o II—MIL—IIEIIE MIN. '�D °, e D �'� �', �'r ° _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° I SUB FLOOR bye o NOTCH EQUALS 1 �I I e D e,u �^ I I�I I 01ST � n REINFORCING BAR 4 DEPTH OF BEAM C/ D REINFORCING BAR o , _ ° ° p e DRAIN TILE11 ° a ° ° II F 12" ° o° SHEET METAL / 30# FELT UNDER BEAM AT POINT L n ° ° STEEL BEAM '° .�Rx o• OF CONTACT WITH CONCRETE OR CONC. BLOCK lliTi-iii_iTi-iiia i�Ti_iim ' , Arl `'''•t �•° 3" PLATE (BOLTED TO BE �^` TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� SHIMS TO LEVEL BEAM � ' , . +T n REINFORCE FOOTING WITH 2 4 REINFORCING BARS. '�+ '� y DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM f GARAGE DOOR B LOC KOUT SCALE: 1/4"=1'-0" BEAM POCKET y � JOB#: March 27,2015 SHEET NUMBER: Om r '' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.I RV 1 t b a REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V 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 the number of 10d common nails required When a collar tie is used in leu of a ridge strap, q JOINT DESCRIPTION NOTES BUILDING USE 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: 3488 COMMON EACH TO 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 8 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=FO-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 shall 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 - 168 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 V 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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) 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 dd COMMONEXPOSURE CATAGORY 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 PER FACE NAIL H anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - , LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION FOOT SEE NOTE: 1 O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z INTERSECTIONS 4 - 168 COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 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 STUD O.C. NAIL Sym.: ,,��// U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION I� � 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS gypsum P 168 COMMON SMOKE &CO2 DETECTORS ® O I� 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 Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD -3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK w U 6). TYPE II 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 - 168 COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM I N G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (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 QTY. SPACING MODERATE SLIGHT TO joint material between concrete slabs and abutting P j g JOIST TO: PER TOE TO HEAVY MODERATE 3 . Provide 1/2" expansion 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - concrete or mason walls 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 NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 EACH TOE BLOCKING SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. � anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). P P g C/] � z 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: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL Q E- 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES . O DECK AND COVERED PORCH NOTES' 3 - 8d COMMON x a 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. �"� W 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 ct 3 - 16d COMMO the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST I 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, (7 N 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:SILL OR TOP PLATE 2 - 16d COMPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. MO FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 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 WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION SPACING 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. Q-n, 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: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY'. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m I~ U where needed. 4 EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. o, m v GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS o v Bearingwall headers to have (2) jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 a' ( ) g 6). Concrete piers shall be a minimum 6 above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O X C0 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 0 � � and blocking where applicable. QTY'. SPACING o , ", 4, 11 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 F x � 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC ) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall ' PLUMBING NOTES be used. U anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE co v 6d COMMON 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 w 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 miicrolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL . NAIL W 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 DESCRIPTIONQTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture s recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS Sd COMMON 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1" OR LESS 12" O.C. FIELD ~ HVAC SYSTEM NOTES V O 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearingwalls. ) p g pp y NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is res onsible for adhearin to all a licable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffle$ at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3500# CAPACITY. � • Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, aill roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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 SOIL COMPACTION: using parallel rows of studs or staggered studs. U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 09 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces -1� over subfloor as per manufacture's instructions. such as shear plates, Shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted to have regular 1/2" sheetrock.. All walls to be taped and finished. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. foot. INCLUDING SUBFLOOR,IS COMPLETE.nail 168 l d t - naper d be reduced o _„��=�� 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to P ---� 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code4 s"y ' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM °. N � "�COV torch down type material over. s �r' DRAWN: MH/MS $ r N' SCALE: 1/4"=1'-0„ 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to .� JOB#: be installed with a foam sill gasket and co -r-tex termite shield or approved equal.ual. Y � March 27,2015 SHEET NUMBER: F ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS AND THE FIELD CONDITIONS AND SHALL REQUEST CLARIFICATION BEFORE PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT O Q O COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURE'R'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1