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Home My WebLink About38739-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 5/29/2015 No: 37581 Date: 5/29/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3930 Stillwater Ave, Cutchogue SCTM #: 473889 Sec/Block/Lot: 137.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/14/2014 pursuant to which Building Permit No. 38739 dated 3/27/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered entry and deck as applied for per ZBA #6628, dated 3/31/2013. The certificate is issued to Mahoney, Daniel & Virginia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/20/2015 R10-13-0050 2/10/2015 38739 1/13/2015 �Q�SUEFnt,��oG _ Town of Southold y P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37581 Date: THIS CERTIFIES that the building SHED Location of Property: 3930 Stillwater Ave, Cutchogue SCTM #: 473889 See/Block/Lot: 137.4-10 6/5/2015 6/5/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/14/2014 pursuant to which Building Permit No. 38739 dated 3/27/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory shed as applied for per ZBA #6628, dated 3/31/2013. The certificate is issued to Mahoney, Daniel & Virginia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Y7 - 01 Auto ' ed ignature ' TOWN OF SOUTHOLD BUILDING DEPARTMENT B. TOWN CLERK'S OFFICE 04�• 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 #: 38739 Date: 3/27/2014 Permission is hereby granted to: Mahoney, Daniel & Mahoney, Virginia 35 Floyd PI East Norwich, NY 11732 To: partial demolition of an existing single family dwelling and construction of new single family dwelling as applied for per ZBA and SCHD approvals. 4/24: Ameded to include the construction of an accessory shed. At premises located at: 3930 Stillwater Ave, Cutchoque SCTM # 473889 Sec/Block/Lot # 137.-1-10 Pursuant to application dated To expire on Fees 9/26/2015. 3/14/2014 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,468.00 CO - NEW DWELLING $50.00 ACCESSORY $148.00 C - ACCESS0 (ILDIN $50.00 ,a (' % Tot/L $1,716.00 Building I 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Owner or Owners of Property: _)�) C1 Suffolk County Tax Map No 1000, Section 1 Subdivision Permit No. 2tl 3q Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Filed Map. Applicant: Underwriters Approval: 1cf ako Hamlet Lot / i/ Lot: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 SOUj�� o �y�DUNTY,�� Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(a_town.southoId. ny.us BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mahoney Address: 3930 Stillwater Ave City: Cutchogue St: NY Zip: 11935 Building Permit #: 38739 Section: 137 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dan Wilcenski Electric License No: 4723 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 54 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 53 CO Detectors Sub Panel 1-10 A/C Blower 2 Range Recpt Fluorescent Fixture 14 Pumps Transformer Appliances r64] Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSSEl Other Equipment: HOUSE AND ACCESSORY BLDG, 200a underground service, 3 -combination smoke/co detectors, 4 -exhaust fans, 6 -paddle fans, 1 -wall oven (240V), 1-17KW standby generator & transfer switch Notes: Inspector Signature: Date: Jan 13 2015 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Building Permit No. � 8 7 3 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Owner: 'Na ahoy (Ple se print) Plumber: 8rga t se(ucti (Please print) lead. Date: Telephone (631) 765-1802 Fax (631) 765-9502 I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this day of� 20�� Notary Public, County CONNIE D. BUNCH Notary Pt"101 Stets of New Yolk No. OIBU61KM GYuall w in Suffolk County BI Commiselon Expires Aptil 14, Z:5 743 pp SOUTyo coum, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [- F NDATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) I 1 ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR oF so�ryolo , �yColl N TOWN OF SOUTFIOLD BUILDING DEPT. - 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION [ ] INSULATION [ ] FRAMING TRAPPING [ ] FINAL [ ] FIREP CE & C Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS! DATE ® pF SOUlyol �ycOUNI`I, TOWN OF SOUTHOLD BUILDING DEPT. - 765 -1802 N SPED 1O [] FO DATION 1ST. [ 11 ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY -INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING DATEl INSPECTOR WIR SOUTy�Io -: n� �yc0UNT1, TOWN'OF,-SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r L4DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION -2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTIO [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS:-�-�t%- [ ] GN PLUMBING [ INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRERESIST PENETRATION I l EL ICAL (FINAL) [ AULKINf. DATE INSPECTOR fjf so cou TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION' FOUNDATIOWIST, FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) I CODE VIQJLATION r,- ).A ROU PLUMBING p I ULATION FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ]CAULKING UV V<, DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION- FOUNDATION "1 ST- FOUNDATION T`FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE &. CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION I 1 FINAL [ ]FIRE SAFETY INSPECTION ��ELECTRICAL ]FIRE RESISTANT PEI�TRATION (FINAL) [ ]CAULKING DATE �3 �� INSPECTOR �,( `387.39�- �o��OF SOUry�lo - TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST, [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND[)FIMNAL CATION FRAMING/STRAPPING [ [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFELY INSPECTION _ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING / 5 DATE .7 INSPECTOR January 21, 2015 Building Department 54375 Route 25A P.O. Box 1179 Southold, NY 11971 To Whom It May Concern: It is my intention to landscape my property at 3930 Stillwater Avenue in the spring of 2015. Respectfully, 4 7 Daniel F. Mahone 3930 Stillwater Avenue Cutchogue,.NY 11935 RAGESH D DAVE NOTARY PUBLIC, STATE OF NEW YORK QUALIFIED IN; S.UFFOLK':COUNTY ,NO IDA6111546 COMMISSION Ey'PJRES: 66/14/2-0C (� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 3 (00-7 20 ( y Approved 3t, 7 , 201_�_ Disapproved a/c ,z,& / Expiration , 20 PERMIT BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Il v� Contact: Mail to: MAg tSCdwAie__Tr_ �naR 14;1"14 ti Building Inspector Phone:. 73f — 4—/ ,' S - CATION FOR BUILDING PERMIT Date / d (Z , 20 �cornpletely INSTRUCTIONS a. T isapI iDUST be 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 pen -nit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall• expire if the work authorized has not commenced within 12 months after the date of issuance'or has'not'been completed within 18, months from such date. if no zoning amendments or other regulations affecting the ' property have been enacted -in th'e-interiin,.the Building.Inspector may authorize, in•writing; 'the�extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises ,U4f) T L _ t1 t� (o / A t 4 �v� 7/o/U (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on ich proposed work will be done: 3 a t, lr L✓4- Gv House Number Street Hamlet County Tax Map No. 1000 Section ✓ Block 6 Lot to Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /A) (C.� d /L16[ b. Intended use and occupancy s•9 A,,r-:- o dL'S 01 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition - Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify natured Mrd extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rearept`.. Height Number of Stories s,EE f've v / GAJ 9. Size of lot: Front Rear Depth 10. Date of Purchase arae of Former Owner 11. Zone or use district in which premises are situated iC 4— O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO 13. Will lot be re -graded? YES NO ✓ Will excess fill be removed from premises? YES L/ NO 14. Naives of Owner of pre 'ses A�Address .3j- F1 o Y A J, `Phone No. rAG % Z 2i. 9% Naive of Architect r Address 6/�-,I' l A) & ,-, I CondTA W Z 73¢ 4_1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFfJ%?°�C./, F being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the G (Contractor, Agent, itorporke Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ' d f 20 NotaVICKI TOTH Q ry I, State of New York No 0,iC 106190696 ifiied.in Sufioik County Notary Public Commission EXP res, li.dy 28, ZO lLP Signature oT Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 13, 2012 TO: Daniel F. & Virginia C. Mahoney c/o Mark Schwartz P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated October 25, 2012: For permit for partial demolition of existing dwelling and construct a new single family dwelling at: Location of property: 3930 Stillwater Avenue Cutchogue, NY County Tax Map No. 1000 - Section 137 Block 1 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed partial demolition and construction of a new single family dwelling, on this non -conforming 8,751 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124• non -conforming lots, measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a minimum side yard setback of 10 feet. The survey shows proposed front yard setback of 10.3 feet and a side setback of 3.7 feet on this corner lot. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Southold Town Hall U Leslie Kanes Weisman, Chairperson O��QF SoUryOl 53095 Main Road • P.O. Box 1179 h O Southold, NY 11971-0959 [.[ Office Location: Gerard P. Goehringer v, Town Annex /First Floor, Capital One Bank George Horning • COQ 54375 Main Road -(at Youngs Avenue) Ken Schneider ��j'�►�UNT`I Southold, NY 11971 http://sdutholdtown.northfork.net ZONING BOARD OF APPEALS a f� TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 1 g 2013 BLDG. DEPT. FINDINGS, DELIBERATIONS AND DETERMI�TIgMnWN OF SOUTHOLD MEETING OF MARCH 21, 2013 ZBA FILE: 6628 NAME OF APPLICANT: Daniel F. & Virginia C. Mahoney PROPERTY LOCATION: 3930 Stillwater Ave.,. Cutchogue, NY SCTM# 1000-137-01-10 SEORA 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 February 14, 2013, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is 8,751 square feet, having two front yards, in an R-40 District. The eastern lot line is 50 feet fronting Stillwater Ave, the southern lot line is 174.21 feet fronting Track Ave., the he lot line is 50.03 feet along an adjoining property and the northern lot line is 175.84 feet along another adjoining property. The parcel is improved with a one-story frame house with decks and an accessory shed. All as shown on the survey prepared by John T. Metzger, L.S. dated June 6, 2012. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's November 13, 2012 Notice of Disapproval based on an application for building permit for partial demolition and construction of a new single family dwelling: 1) less than the code required front yard setback of.35 feet, 2) less than the code required minimum side yard setback of 10 feet. RELIEF REQUESTED: The applicant requests variances for: 1) a 10.3 foot front yard setback where the code requires a minimum of 35 feet and; 2) a 3.7 foot side_yard setback where the code requires a minimum of 10 feet, as shown on the site plan, sheet S-1, prepared by Mark Schwartz, R.A., dated November 13, 2012. ADDITIONAL INFORMATION: The subject parcel has wood fencing encroaching upon the public right-of-way of Track Avenue and on the adjacent property to the northwest. At the public hearing the applicant's architect was asked to submit a foundation plan for the subject dwelling showing the proposed preservation of the existing foundation. That plan was received by the ZBA on March 8, 2013. Page 2 of 3 — March 21, 2013 ZBA File#6628 -Mahoney SCTM: 1000-137-1-10 FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7, 2013, 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Most properties in this neighborhood have been improved with 1-1/2 story and 2 story dwellings. The applicant proposes a two-story dwelling in the location of the existing one-story dwelling. There are lots of varying sizes in the neighborhood and there is precedent for corner properties with non -conforming setbacks similar to the subject property. 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 existing dwelling exists in its non -conforming location and any proposed reconstruction and addition will require an area variance. Furthermore, the subject parcel is only 50 feet wide and is subject to two front yards, thus when a minimum front yard setback of 35 feet and an opposing minimum side yard setback of 10 feet are applied, there is only a 5 foot wide code conforming area for which the dwelling may be constructed, which is not feasible to pursue. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 71% relief from the code required minimum front yard setback and 63% relief from the code required minimum side yard setback. However, the proposed front yard setback is to a low two-step entrance deck proposed at 6.5 feet wide and the proposed reconstruction and additions will have the same house corner setbacks as what exists today. 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, in 2004, 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 the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a partial reconstruction and additions to an existing dwelling, 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 267-13, motion was offered by Member Schneider, seconded by Member Horning, and duly carried, to GRANT, the variances as applied for, and shown on the architectural drawings entitled "Additions and Alterations, Mahoney House" sheet S-1 dated 11/13/2012, sheets A-1 thru A-7 inclusive dated 10/15/2012 and sheet F-1 dated 3/8/2013, prepared by Mark Schwartz, R.A. CONDITIONS: 1. The fence encroachments on the public ROW on Track Avenue and on the adjacent property to the northwest shall be removed and/or relocated to the applicant's property That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3 — March 21, 2013 ZBA File#6628 - Mahoney SCTM: 1000-137-1-10 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 variance(s) 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), Goehringer, Horning, Schneider. This Resolution was duly adopted (4-0). C Leslie Kanes Weisman, Chairperson Approved for filing 3 /� 6 /2013 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider May 29, 2015 To: Building Dept. From: ZBA Mahoney #6628 http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax. (631) 765-9064 I have reviewed the submitted paperwork and the applicant has completed all the conditions as required in the decision. Kenneth Schneider Vice Chairperson L1 1 n Ill I � MAY 2 ° ?"',5 E3�D6 DEf f RAN!P 0 1 Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 Telephone #: (631) - 765 - 1560 . MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US James A. Richter, R.A. Michael M. Collins, P.E. 53095 Main Road - SOUTHOLD, NEW YORK 11971 . Fax #: (631) - 765 9015 JAMIE.RICHTERQTOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) 0 I PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) PROPERTY OWNER (if Different from Applicant) ,y� NAME: / �ji� �C �GH ty.4 rz T Z NAME: DWI t U(/ZG/�/� < Ir7 HGNE ADDRESS: 00d &0 X ADDRESS: 3.5;-- F1 d Y/7 e c. 4 4�5 C(/rz l Lr -Vod H /(7-3 Telephone Number: (P . z 7,? 4- Telephone Number: ?_�M fAZ ¢S Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5" x 11" Envelope & Appropriate Postage. DATE: 6 Property Address / Ldcation of Construction Work: 3 q� * s7zc ( 4 S C T M *: 1000 07. o r t6 District Section Block Lot C (--M ilyG c-�E Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Mote: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction with Loose Fit Decking, Installation and/or.Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. *** F I EERING DEPARTMENT USE ONLY**q** Reviewed Date. J 13 Pero ed ❑�� A ditional Information Required: 0 I dosUFFQ/r of CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: O l d APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: 10.4)e C ✓ C -N -h -rZ T Z. SCTM#: 1000 Telephone Number: 7.7¢- OPE District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST show all of the following items: If You answered No or NA to any Item, Please Provide Justification Here! NA If you need additional room for explanations, Please Provide additional Paper. YE NO a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-im)(2). d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. CS 1 f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades &Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. p 40 i j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area (s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (21 inch rainfall / storm event. 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.g. infiltration basins, swales, etc.) �nw : a1 rnn n� _ _�_ r I vILIYI � ■V �1 \ 11L;%-% LIJL 11h7 Vl111I 'C' 1'f S�/lyo 01 Tom Haff Annex 41 64375 Alain Road M6) 7 05�1! P.O. Box 1179 nowriche,111 Southold, NY 11971-0959 SEP 2014 BUILDING DEPARTMENT BLDG, DEPT. TOWN OF. SOUTHOLD TOW I OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION, REQUESTED BY: Date. t Company Name:, w Name: License No.:. Address: ,Phone No.:, el<_C t JOBSITE INFORMATION: (*Indicates. required information) *Name:. A -p— *Address: Cu *Cross Street: r Z y *Phone No.: c2 3"(� (o �, , I - Permit No.: g Tax -Map District: 1000 Section:, Block- Lot: *BRIEF DESCRIPTION, OF WORK (Please- Print Clearly} (Please Circle Alf That Apply) *Is job ready for inspection: (YEV NO' Rough l n ) Final *Do- you need a Temp Certificate: (YE�S�/ No Temp Information (if needed) *Service Size: 1 Phase 3P -e 100, .150 206' 300 360 400 Other "New Service: R6cbnnedLUndergr0:u:nd:)Number of Meters(:Cjange �ofServi Overhead Additional information: PAYMENT DUE WITH APPLICATU)N, C� r B24Requea for inspection Form � TOWN �= � �� `�j ww a� �? � � } . � r Yeti PROPERTY � �• �' � s �_ '� '`.,�' RECORD (:O,A,-v OWNER STREET_ ,J D VILLAGE DISTRICT SUB. LOT 7 )-aa i �- i � � ia. (!- h 2 , l a 7� !r-% �/t°� eu 7—c Xo Lo e ' �Z f A Q/ J �' t �J/ ORMER OWNER N E ACREAGE 2 ip UA A _ a J . v o o a/fie'? - Lf och &c eas el A L, l gAoneV - S W TYPE OF BUILDING RES.,?/j SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mlct. Value LAND IMP. TOTAL DATE REMARKS 7e 7`,Z 73uDo, io D . F- c, /.5` owe 2 l g?- 6f' -Cnas4K a v o o a/fie'? - Lf och &c eas el A L, l gAoneV - d,i v 37 6 0 z o � r, a 3t -A 10 6qq-Maho -6 k1a Ud ev a *au) - .0 G AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE +ReNTAeON—W TER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 G J�/ Tillable 2 DOCK Tillable, 3 Woodland Swampland B rush lamed House Plot 1 Total . - �\ _7� /��,� �� . � .�x7�t #� �j � 7 � .� �^� � �� / � .ate � \/e§ �_� � \� :�� \\5�\� �;� /\� \ 4 / y .� y} \\� ?2@ �� ' \\ ``f�|" � � � . /{, �� . \ `/ � �� \' P } / �� • � !&�! t� �. # ° � � � , : ` � ,. � � � - f `'%� 6. ' ` � � � \�\ ,:. Zvi � . 'gam®« w.� a . . . . . . . � E � w�: ., � �< �� . ,� . . ,t ��`� . . \ ., �j � :��:\` \� � �.\�z - � ��. .kms\.. ...... : .._� i Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 February 23, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Daniel & Virginia Mahoney 35 Floyd Place East Norwich, New York 11732 RE: 3930 Stillwater Avenue, Cutchogue. Telephone (631) 765-1802 Fax(631)765-9502 We have received most of the paperwork required in order to process your Certificate of Occupancy, however, condition #1 of your Zoning Board of Appeals decision #6628, dated 3/31/2013, must be addressed. The condition states that the fence encroachments on the public ROW on Track Avenue and on the adjacent property to the northwest shall be removed and/or relocated to the applicants property. I've enclosed copies of the ZBA decision and the final survey. After we receive the updated survey showing the corrected fence issue your Certificate of Occupancy can be issued. If you have any questions, please call. Respectfully, Southold Town Building Dept. c Connie Bunch V NORT14 FORK FENCE, LLC BESTOFTNEBEST P.O. BOX 1525 13100 MAIN ROAD (ROUTE 25) 2996, 29U, MATTITUCK, NEW YORK 11952 2mo, torr, 2or2 PHONE: 631-298-4777 • CELL: 631-960-3501 �2ora 7/1A w k. FAX: 631-298-1544 NAME'' �1� DATE�� l , ADDRESS 37.30 TELEPHONE ve- - 'A7 P9 h S_e':�1 v -ate q q � Purchaser is to properly mark or designate the correct fence lines by stakes or other'means. All obstructions which might in any manner interfere with the erecting of the fence or gates shall be removed by the Purchaser, prior to the commencing of the work, The price quoted in this estimate is based upon normal erecting conditions. If, however, it is necessary to drill ledge rock for setting .posts, or to make special provisions for setting fence in swampy or soft ground, or to perform any additional work not covered by this contract, a reasonable charge is to be made to the Purchaser for such work or special construction as an extra. This company Is not responsible for rain or wind damage to any fencing. Unless otherwise provided, the fence is to follow the existing ground lines. If grading or filling of the ground is necessary to the proper installation of the fence, this work Is to be done by the Purchaser, We are not responsible for any underground damage of wire, pipes, etc. unless properly staked or marked by owner or contractor. (ACCEPTED Owner of Property North Fork Fence, LLC May 26, 2015 Zoning Board of Appeals Town of Southold 53095 Main Road Southold, New York 11971 RE: 3930 Stillwater Avenue, Cutchogue (ZBA file 6628) We have removed the wood fence on the Track Avenue side of our property and cut back the chain link fence to property line in southwest corner. Enclosed is a statement from North Fork Fence that this work was completed. We have also enclosed pictures indicating that fencing was removed. The chain link fence on adjacent property to the northwest (highlighted on our survey of property) belongs to our neighbors, Roy and Toni Demeo. They have indicated that this is so in the statement below. We hope that the information provided will enable us to obtain the CO on our new house'as soon as possible. Thank you. Respectfully, Daniel and Virginia Mahoney %e� O -V' --T -+0 L -14--S . r / � ✓^Y+ ^x.c • 4 * x f aM 4 Y , R 4 „�,.��.. - — _ — _ .'•,!'�': .ray`.•.: r_t ,._ . r'= ✓^Y+ ^x.c * x f aM ✓^Y+ ^x.c * x 4 Y , R 4 �.... err �f,A: �. +A�� j '�^�, r• - ~ .,,.�iy.. .. ir k �F .• :A� y s. �. M I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells, -.cesspools & public water shown hereon are from field observations and or from data obtained from others. ELEVATIONS REFERENCED TO N.A.V.D. LOT NUMBERS REFER TO "MAP OF SECTION TWO PROPERTY OF M.S. HAND" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 12, 1939 AS FILE NO. 1280. N \ a LO gyp,) •� 5 ��` ��. � rya• � o� tell f r6 �a roG� ,1Z C9 ro \7�t SA AREA=8,751 SQ. FT. I SURVEY OF PROPERTY AT CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N.. -Y. 1000-137-01-10 SCALE.' .1'=30' JUNE 6, 2012 �O 00 �J i ANY ALTERA77ON OR'- ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 72090F THE NEW YORK STA 7E EDUCATION LAW. EXCEPT AS PER SECT70N 7209—SUBDIVISION 2. ALL CER77F7CA77ONS HEREON ARE VALID FOR 1741S MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. TEST HOLE DATA. BY McDONA'LD GEOSCIENCE 5/16/12 --- 0.5 -DARK BROWN LOAM OL BROWN SILTY SAND SM - 2.5' "88OWN FINE SAND SP �l�lZg��'N`2' §.' L/C. NO. 49618 'PECON/C SUPW YORS, P. C. (631) 765-5020 FAX (631) 765—.1797 P., 0'. B"OX 909 ■ =MONUMENT 1230 TRAVELER STREET • =PIPE SOUTHOLD, N. Y. 11971 12-188 1 F I am familiar with the STANDARDS FOR APPROVAL AND CONS TRUC TION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells, cesspools & public water shown hereon are from Feld. observations and or from data obtained from others. ELEVATIONS REFERENCED TO N.A.V.D. LOT NUMBERS REFER TO "MAP OF SECTION TWO PROPERTY OF M.S. HAND" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 12, 1939 AS FILE NO. 1280. PROPOSED NEW SEPTIC SYSTEM (4 BEDROOMS) 1 - 1000 GAL. PRECAST SEPTIC TANK I - 8'0x 12' EFFECT. DEPTH WITH 3' STAND COLLAR (SW) A� 3' ABOVE GROUND WATERT EXISTING CESSPOOL TO , •01 0! BE REMOVED OR FILLED,,°p IN TO SCDHS SPECS... . O� X �01Fj�i JUL 1.5 20 13 SUFE ` OFFJCE. F HEALTH SE :. ,1 SCS. FT. `oAl QJ0 y�P ro G1 .oG a 1Z, a �9 SURVEY OF PROPERTY AT CUTC.HOGUE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. .1000-137-01-10 SCALE: 1'=30' JUNE6, 2012 APRIL. 10, 2013 (PROP. NEW HSE.) SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES PERMIT Fon APPPOVAr OF CONSTRUCTION FOR A SINGLE FAM(LY RESIDENCE ONLY SEP 2 7 2013 DATE H.S.Rur No. 13_0050 APPROVE® 0 FOR MAXIMUM OF 6p BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL / &A an, of existing sanitary system must be in y,P �G cornfon-nance with department requirement Submit 2JW completed fonn-W as pro©f. RAIN RUNOFF CONTAINMENT NEW HOUSE - 1321 SQ.FT. 1321 x F x 0.17 = 225 'CU.FT. 225122.3 = l0 VF PROVIDE 2 DWS. 6'$ x 5' DEEP OR EQUAL r ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR -7741S MAP AND COPIES 774EREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ,OE NEW X t � 0 Na. �96�b LAND /// N. Y.S. LIC. NO. P CONIC MORS, P. C. TEST HOLE DATA BY McDONALD GEOSdENCE 5/16/12 -- 0.5' DARK BROWN LOAM OL BROWN SILTY SAND SM -- 2.5' PALE BROWN FINE SAND SP r " 17' NO WATER ENCOUNTERED (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 ®=PIPEUMENT S UTH RAD, SER 1971 T 1�2-188 I on; fomiliar with the STANDARDS FOR APPROVAL ANG CONSTRUCTION OF SUBSURFACE SEWAGc DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to c(aristruct. The location of wells-, cesspools &r public water shown hereon are from field observations and or from data obtained from others. ELEVATIONS REFERENCED TO N.A.V.D. LOT NUMBER'S REFER TO "MAP OF SECTION TWO PROPERTY OF M.S. HAND" FILED IN THE SUFFOLK COUNT( CLERK'S OFFICE ON MAY 12, 1939 AS FILE NO. 1230. �y off' 30000 Cil l00, •� a G� � <,? % off �L`',L J4> • ARIEk-m-8,751 SO. FT SURVEY v� Lo SUR VE'Y OF PROPERTY A T CUTCHOG UE TOWN OF SOUTHOLD SUFFOLK CO UNT � ; N. Y. 1000-137-01-10 SCALE: 1'=30' JUNE 6, 2012 MA Y 20, 2014 (FOUNDATIONS) DEcE"E MAY 2 3 2014 BLDG. DEPT. TOWN OF SOUTHOLD ANY AL TERA 77ON OR AD0177ON TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER70CA770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. —=T .HOLE DATA BY McDONALD GEOSCIENCE 5/16/12 0.5• DARK BROWN LOAM OL BROWN SILT( SAND SM 2.5' PALE BROWN FINE SAND SP 17' NO WATER ENCOUNTERED ,S a1' ;r -- - 'A11— �- '�� =. L YS.1L1C. NO. 49618 (631) (631) 765-1797 P. 0. BO * =MONUMENT 12.30 TRAVELER STREET 1 88 * =PIPE SOUTHOLD, N. Y. 11971 -L2 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. ELEVATIONS REFERENCED TO N.A.V.D. LOT NUMBERS REFER TO "MAP OF SECTION TWO PROPERTY OF M.S. HAND" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 12, 1939 AS FILE NO. 1280. A h1 AREA=8,751 80. Fr. Ile -A, o �g"�G. �, n 10�/. Cb U CY 0 rO; SCDHS REF. No. R10-13-0050 .oG �9 �, s�A � sFA % moo. o % `Yy 9yJ • O �_Cb S /a SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-137-01-10 SCALE: 1': 30' JUNE 6, 2012 MA Y 20, 2014 (FOUNDA TIONS) DECEMBER 23, 2014 (FINAL) JANUARY 23, 2015 (FINAL REVISIONS) JANUARY 28, 2015 (REVISIONS) SEPTIC LOCA TION ST LP "A " "B' 31' 16' 33.5' 26' TEST HOLE DATA BY McDONALD GEOSCIENCE 5/16/12 ��, DARK BROWN LOAM OL 0.5' �Q`FSUUFFG'_' `ut r �1 PJi= HEA ! `I H .�'>ER\/ICES BROWN SILTY SAND SM i'" •'-h•r•• `-�f•iY,;R•i_y;�1i1`:'a�IiS 6 OR Q F PALE BROWN FINE SAND SP _ _ `'.s� -1,3 W ^:.��_ �� eiSpms, and wit—, 5L'�3:U i��.,.:t::lii r �:". ° • ...,.•^:,:c'in 7 �.tS be Wfidactory FOR A IV'IAXIIAUMJ Z_ �__ � � Ft' tr -1iJENCOUNTERED i• r -A ' J0 �Q I ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIWSION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF -SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA IUREI APPEARS HEREON. tom. !4499 , 1. Y. S LIC, NO. 49618 �lP ?AW�q�E ORS, P. C. (631) 20 FAX (631) 765-1797 P.O. BOX 909 E=MONTRAVELER STREE •=PIPEUMENT 12JSOUT HOLD, N. Y 11971 T 12-188 LL U U: ria DEVELOPED WELL PROPOSED NEW FIRST FLOOR EXISTING FIRST FLOOR 175.84' AND SECOND FLOOR FOOfRINT ri w �Yj N X\ PROP4S�D DEVELOPED PATIO Pr PUBLIC WATER EXISTING DECKLd DECKTO BE REMOVED v --;�- --1 W O D. W "I EXISTING DECK TO BE REMOVED W OA S 49°116" W EDGE OF PAVEMENT TRACK AVENUE (PUBLIC WATER IN STREET) N 4901'20" E "o EL 17.1' DEVELOPED PUBLIC WATER Lu O ~ t/-1 Z <W C �.W ae..,�•any D0.NrlELL a z� o -- EXIST. W.M. W W W W DEVELOPED I DEVELOPED PUBLIC WATER I PUBLIC WATER I x0lw SITE PLAN SCALE: I" = 20'-0' SCTM # 1000-13 7-01-10 MEETS AND BOUNDS BY: PECONIC SURVEYORS, P.C. JUNE 6, 2012 174.21' H V1 DEVELOPED PUBLIC WATER RECEIVED JAN 282013 130ARD ®PAPPEAL.S Dept copy from ZB is Bid9 do Final revleWe / ZgA Fiie # Date, / a i REVISIONS: sr�, � 1i 0 V 4 i2 a z 0 E-+ d w r z qA d co . G] 1';z h+l PG do 3 C H C) a DRAWN: MH/MS SCALE: 114' 1'-V JOB #: November 13, 2012 SHEET NUMBER: S-1 DEVELOPED PUBLIC WATER Lu D z� -- W W W Q z DEVELOPED WELL & SEPTIC UNKNOWN ce L W t- 4 V J m .�.� p -j a UNDEVELOPED H V1 DEVELOPED PUBLIC WATER RECEIVED JAN 282013 130ARD ®PAPPEAL.S Dept copy from ZB is Bid9 do Final revleWe / ZgA Fiie # Date, / a i REVISIONS: sr�, � 1i 0 V 4 i2 a z 0 E-+ d w r z qA d co . G] 1';z h+l PG do 3 C H C) a DRAWN: MH/MS SCALE: 114' 1'-V JOB #: November 13, 2012 SHEET NUMBER: S-1 SOUTH ELEVATION SCALE: 1/8" = 1' iuiuiui EXISTING SOUTH ELEVATION SCALE: 1/8" = 1' W ZBA ts O FM A J- T 11111111 111111117 EAST ELEVATION SCALE: 1/8" = 1' EXISTING EAST ELEVATION SCALE: 1/8" = V Bldg Dept copy from ZBA Final review d d c ents ZBA File # �01SIT Date: REVISIONS: DRAWN: MH / MS SCALE: 1/4" 1'-0" JOB N: Ocmbu 15, 2012 SHEET NUMBER: A-2 NORTH ELEVATION SCALE: 1/8" = V EXISTING NORTH ELEVATION SCALE: 1/8" = V E Dept copy from ZBA review d do ucn�ntsF e # �?: /! / Z a WEST ELEVATION �CAIOE. �18--=—v EXISTING WEST ELEVATION SCALE: 1/8-- = v Bldg Dept copy from ZBA Final reviewpd documents ZBA File -4 SPP �� Jl ". 1/ V - 1 Bldg Dept copy from ZBA Final reviceti, :c, don,pnts ZBAFii.rs�(p �7 Date: / EAM 12•-0'%28'-0' 1ST. FLOOR PLAN SCALE: 1/8" = V ♦ PROJECT NORTH 1A t 1 1 FAK 111111111W�'" 010, .:..,. , _ � ,moi; --� �k ■ ------------------ i IAd / 7 �• LIVING .i. ■ ■ •' /\ ra"OQ. .I DECK il'-0'X6'fi' EXISTING: 1231 SQ. FT. PROPOSED WING SPACE: 1305 SQ. FT. PROPOSED SOUTH DECK R SQ. FT. PROPOSED VEST PORCH: 26 SQ. FE. Bldg Dept copy from ZBA Final revievv,2d�doZ�ments ZBA F i� (� Date: "3 / 4 Zo REVISIONS: DRAWN: MH/MS SCALE: 1/4"=1'-0" 70B N: Octobrs I5, 2012 SHEUNUMBER A-6 2ND. FLOOR PLAN PROJECT NORTH SCALE: 1/8" = 1' sm m ZBAuments�� REVISIONS:I 1n z 0 H � a H o w !� A Ci N W Z O OR F-4 w Q r SCALE: 114"=1'-0" 1 2012 A-7 .......................... PATIO ON GRADE 'TO -aFGA,� ...... ................. ...... DECK ...... ...... . 6 0 ------- .......... ................ WALLLEGENO PROJECT NORTH FOUNDATION PLAN LOUR mil , AH qcALE.- -T, I -4t b -) 9 -U RECEIVED MAR 8.. 2013 r IV BOARD OF APPEALS A Dept copy m Final revs N m is ZB ilGBA =; Date; Z rJ L DEVELOPED PUBLIC WATER PROPOSED WORKSHOP PATIO ON v GRADE ` Ln D.W O gD0.VWELL W o.v S 49°1'16" W DEVELOPED WELL PROPOSED NEW FIRST FLOOR EXISTING FIRST FLOOR AND SECOND FLOOR , FOOTPRINT EDGE OF PAVEMENT TRACK AVENUE O W (PUBLIC WATER IN STREET) N 4901'20" E DEVELOPED I DEVELOPED PUBLIC WATER I PUBLIC WATER SITE PLAN SCALE: 1" = 20'-0' SCTM # 1000-13 7-01-10 MEETS AND BOUNDS BY: PECONIC SURVEYORS, P.C. JUNE 6, 2012 tt 17.1' O W 36.11O D z� O LL.1 w z in Z ® Q � W W z DEVELOPED WELL & SEPTIC UNKNOWN a W w D. W 0. Lot'' DRYWELL W Q� O 7 m EXIST. i W.M. W UNDEVELOPED V W w 00 0 H 174.21' DEVELOPED I DEVELOPED PUBLIC WATER I PUBLIC WATER SITE PLAN SCALE: 1" = 20'-0' SCTM # 1000-13 7-01-10 MEETS AND BOUNDS BY: PECONIC SURVEYORS, P.C. JUNE 6, 2012 DEVELOPED PUBLIC WATER REVISIONS: a Qi U t 4i tw U by -C a z 0 �H] z eG da 0 H AA d d dxau u CISM DRAWN: MH/MS SCALE: 1/4"=1'4' JOB #: October 15, 2012 SHEETNUMBER: S-1 DEVELOPED PUBLIC WATER W D z� -- LL.1 w w Q � z DEVELOPED WELL & SEPTIC UNKNOWN W w Q� J m J � UNDEVELOPED DEVELOPED PUBLIC WATER REVISIONS: a Qi U t 4i tw U by -C a z 0 �H] z eG da 0 H AA d d dxau u CISM DRAWN: MH/MS SCALE: 1/4"=1'4' JOB #: October 15, 2012 SHEETNUMBER: S-1 SEQUENCE OF PROJECT: 1 SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES, SILT FENCING AS REQUIRED. RUNOFF LOT COVERAGE: PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS FILL: OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE 8,751 SQ. FT. AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS ESTIMATED AREA OF GROUND DISTURBANCE: . PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO 14.3% PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 241CHES OF UTILITY MUST BE [314.0 SQ. FT.] DONE 9Y HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT 2 CU. YD. END LOADER. PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXISTING SHED: EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG [REMOVE] FOUNDATION HOLES TO GIVE PLENTY OF ROOM.FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. 2 CU. YD. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. PROPOSED ADDITIONS: HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE- THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY 0.8% BACK TO.A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS 2 CU. YD. TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME., PROPOSED UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER 45 CU. YD. (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH 80.0 SQ. FT. DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. J SITE DATA: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 8,751 SQ. FT. 0.2 ACRES ESTIMATED AREA OF GROUND DISTURBANCE: . 3000 SQ. FT. EXISTING HOUSE: 1255.4 SQ. FT. 14.3% EXISTING DECKS: [314.0 SQ. FT.] [REMOVE] 2 CU. YD. 3 CU. YD. EXISTING SHED: [49.6 SQ. FT.] [REMOVE] 1 CU. YD. 2 CU. YD. PROPOSED ADDITIONS: 68.9 SQ. FT. 0.8% PROPOSED DECK/ PORCH: 95.0 SQ. FT. 1.1 % 2 CU. YD. 1 CU. YD. PROPOSED 240.0 SQ. FT. 2.7% 70 CU. YD. 45 CU. YD. PROPOSED PORCH_ 80.0 SQ. FT. 0.9% 2 CU. YD. 1 CU. YD. SEPTIC SYSTEM TO REMOVE [100 SQ. FT.] 5 CU. YD. 15 CU. YD. PROPSED SEPTIC SYSTEM: 50 CU. YD. 20 CU. YD. PROPOSED DRYWELLS: [120 SQ. FT.] 15 CU. YD. 6 CU. YD. . TOTAL: 1739.3 SQ. FT. 19.8% 147 CU. YD. 93 CEJ. YD. REVISIONS: AlTs0i 0 N � d is W cn pa 12 44 a ' '3 V b 'w t/] z H d F a A Q Zd aa. A A d N O d� C7 N O O aU rn a M DRAWN: MH/MS SCALE: 1/4'51'-0" JOB A October 15, 2012 SHEET NUMBER: S2 REVISIONS: 0 N U 4f P 06 to O �o ti � v s 'a C/] 0 t --I A Q �a ZO �o w A a� � 3x a� CIS U c a M DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB if: October 15, 2012 SHEET NUMBER: A-1 REVISIONS: .19'/9. 0 N n U h a CJ] z 0 H A cn � � F o rAW h --a AA d rn a� o a� oU a M DRAWN: MH MS SCALE: 1/4"=1'-0" JOB M October 15, 2012 SHMNUMBER: AZ REVISIONS: 1M/,'j/ 0 V h � o s m � Q u a 2z z 0 � A H a° Pd P. � W z0 O z H w 14 A cy o GJ aL) E" U o a cn DRAWN: MH / MS SCALE: 1/4"-P-0" JOB N: October 15, 2012 SHEUNUMBER: A-3 OO o _ W a N il.all Il IrI � ' II III 'i o _ I oll lu°r I �� III I.I III III a o uu i n 1 f l I Illi I I IIID IlrTill II II II II'I II I II : ulll1llttlllll WEST ELEVATION SCALE: 1/8" = P a ❑ EXISTING WEST ELEVATION SCALE: 1/8" = 1' s REVISIONS: A'salk"1d, -0 0 U Ln mm M C• my t O �4 w s 'a H W A. a? �W d Z w A x �z o a� Cn cn DRAWN: MH/MS SCALE: 1/4'=1'-0" JOB M October 15, 2012 SHEUNUMBER: A-4 ls./ ZL^L-r-. i/ o = i REVISIONS: e ANED= VT R1,01? 0 U M v�Z. a � w� � z m to O10 a CIO � v r a z IH E� a r-+ O O CZ o AA d x c7 O d� oU rn DRAWN: MH/MS SCALE: 1/4" P-0" JOB M October 15, 2012 SHEET NUMBER: A-5 1ST. FLOOR PLAN SCALE: 1/8" = 1' PROJECT NORTH O L� 11 L! D J MUD ROOM 0 — ,^ BATH No. 1 1/2 BATH �~,,,fj BEDROOM Up -1 ' 14•-07112'-0• TV STOOP LIVING ROOM - _ y� DINING ROOM fa Ow ----------------- ......... $.o.0 ................ _ ' EXISTING: 1237 SQ. FT. PROPOSED WING SPACE: 1365 SQ. FT. PROPOSED SOUTH DECK: 72 SQ. FT. PROPOSED VVEST PORCH: 26SQ.FT. REVISIONS: Alow,�� . 0 N n U � u g L cis z 0 QI C/] w z o a AA d a� o a. U M CT M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB 1!: October 15, 2012 SHEET NUMBER: A-6 2ND. FLOOR PLAN PROJECT NORTH SCALE: 1/8" = V REVISIONS:. 0 N n U m s a ^ a z 0 H � a H o. �y w "p A z 0 o a CIS A a� rn ►moi x N 0 O 'd oU a M DRAWN: MH MS SCALE: 1/4"=1'-0" JOB M October 15, 2012 SHEUNUMBER: A-7 o `o I ' M � I ' m L-il 111.1 O O rT I ' � ou NORTH ELEVATION SOUTH ELEVATION SCALE: 1/8" = V SCALE:.1/8" = V Elmo MED 20,_0" o o M STUDIO I o 0 LOFT ABOVE m m WEST ELEVATION EAST ELEVATION COVERED PORCH SCALE: 1/8"-= 1' SCALE: 1/8" = 1' ' ................... ....................................' a 0 ao , PATIO ON GRADE FLOOR PLAN PROJECT NORTH l SCALE: 1/8" = 1' REVISIONS: `"ilio ,/ ;, a U � a M q � w e 4 a a � oZ z � o0 a _v U 0 a a dz o a� cU DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: October 15, 2012 SHEET NUMBER: -1 z 175.84' WOOD FEI N._._ �,..............................- - --.-._......... '`''` " ` 'S GENERAC GAURDIAN SERIES 40, **P p GEN 7 17 KW GENERATOR TO CONNECT TO HOUSE AND WORK SHOP - \� x WITH TRANSFER SWITCHES �, ,- 1 WIC \\\ >10 \� �•. ------------ \\� PROP©SED t\ \ \ IPATIO, ON ' G 1 "N, X RAp \ �\\ CONCRETE y►;v'_; WASHOUT0 \\\\ AREA ----------- EXISTING ------ - - - EXISTING DECK♦ ,1 TO BE REMOVED == r PORT -A -LAV TO REMAIN LLJ D , W SILT FENCE ON SITE FOR DURATION u___OF CONSTRUCTION _ ----------•---•----------- — — u —•– 0 CONSTRUCTION O I ENTRANCE I T PROPOSED NEW FIRST FLOOR AND SECOND FLOOR . SILT FENCE NO LL PROPOSED WORKSHOP i i D. W. b 06 Vdia., 2'deep N DRYWELL S 4901'16" W SOIL STOCK PILE EDGE OF PAVEMENT ;1 1 ;1 nl ,1 EXISTING FIRST FLOOR FOOTPRINT ._-_._,-,_._,_._. N 4901'20" E _•_._-_.--_._._.— —•—•� EL. 17.1' 36.1' I O E3 �\ N,,rL.00R \\ \\ \\ \\� \\\. -----• IS 1 1 9.3 DECK 1 EXISTING DECK TO BE REMOVED DRYWELL D.W (RACK AVENUE (PUBLIC WATER 1N STREET) SITE DATA: DESCRIPTION: SQ. FT. AREA: CONSTRUCTIO DUMPSTER TO REMAIN 014 SITE FOR DURATION OF CC NSTRUCTION S 4901'16" W SOIL STOCK PILE EDGE OF PAVEMENT ;1 1 ;1 nl ,1 EXISTING FIRST FLOOR FOOTPRINT ._-_._,-,_._,_._. N 4901'20" E _•_._-_.--_._._.— —•—•� EL. 17.1' 36.1' I O E3 �\ N,,rL.00R \\ \\ \\ \\� \\\. -----• IS 1 1 9.3 DECK 1 EXISTING DECK TO BE REMOVED DRYWELL D.W (RACK AVENUE (PUBLIC WATER 1N STREET) SITE DATA: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 8,751 SQ. FT. 0.2 ACRES 174.21' 4 2 1' FAASTENE. TO THE POITS OR IF ESTIMATED AREA OF GROUND DISTURBANCE: 3000 SQ. FT. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. AMRO%IMATR[INCHES SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OF FILTER FAIRIC MATFRIAI OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE MUST EXTRNU INTO A DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER- PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXISTING HOUSE: 1255.4 SQ. FT. 14.3% FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY WTH COMRACT[. RACUla MATERIAL. EXISTING DECKS: [314.0 SQ. FT.) [REMOVE] 2 CU. YD. 3 CU. YD. EXISTING SHED: [49.6 SQ. FT.] [REMOVE] 1 CU. YD. 2 CU. YD. OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PROPOSED ADDITIONS: 68.9 SQ. FT. 0.8% RG PROPOSED DECK/ PORCH: 95.0 SQ. FT. 1.10/0 2 CU. YD. 1 CU. YD. PROPOSED WORKSHOP: 216 SQ. FT. 2.5% 70 CU. YD. 45 CU. YD. PROPOSED PORCH 80.0 SQ. FT. 0.90/0 2 CU. YD. 1 CU. YD. PROPOSED DRYWELLS: [120 SQ. FT.] 15 CU. YD. 6 CU. YD. TOTAL: 1715.3 SQ. FT. 19.6% 147 CU. YD. 93 CU. YD. 5.3' 8'dia., 4'deep DRYWELL I I I I i POSTS STEEL EITHER X I / OS OR'V' TYREOR 2'XT HARDWCIOD RUNOFF U- 0 EXIST. W.M. LLJ W -_ -- 11 INCHES < MIN.f IMATE 1''X %.' 4'TTRENCH Affov6v �i�D c SILT FENCE DETAIL j p.,.. 3 �3 SCTNI # 1000-13 7-01-10 MEETS AND BOUNDS BY: PECONIC SURVEYORS, P.C. JUNE 6, 2012 SEQUENCE CSF PRC 1FC"T- Lu L -u l� z 1 I I I SILT FENCE NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE ..........................i AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, L 1 THEN RESEED OR REPLANT AS SOON AS PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED 174.21' 4 2 1' FAASTENE. TO THE POITS OR IF USED • . EHE WIRE MESH 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. AMRO%IMATR[INCHES SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OF FILTER FAIRIC MATFRIAI OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE MUST EXTRNU INTO A DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER- PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. TRENCH AN. RE ANCHORED FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY WTH COMRACT[. RACUla MATERIAL. POSTS STEEL EITHER X I / OS OR'V' TYREOR 2'XT HARDWCIOD RUNOFF U- 0 EXIST. W.M. LLJ W -_ -- 11 INCHES < MIN.f IMATE 1''X %.' 4'TTRENCH Affov6v �i�D c SILT FENCE DETAIL j p.,.. 3 �3 SCTNI # 1000-13 7-01-10 MEETS AND BOUNDS BY: PECONIC SURVEYORS, P.C. JUNE 6, 2012 SEQUENCE CSF PRC 1FC"T- Lu L -u l� z 1 SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYSALES, SILT FENCING AS REQUIRED. RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER- PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY C.i 3 - 4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR V INSTALL SHORING. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME CO OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PAINTER Tb PRIME R E ANb PAINT ALL DOOR EDGES DGS T O MAINTAIN CONTRACTOR C OR SHALLT NO IFY MANUFACTURER'S WARRANTY AND SHALL �E INSRECTED TO VERIFY ALL WORK DIMENSIONS AND ARCHITECT)O � SIOF , AINNCYLUID SCINRGEPBAUNILDIEISNBETWEEN TAWNDEESN ITE H C ELEbARRAAW NICNES FOTRH DELIVERY Of EQUUMDTHE ENT AND IM TOERIALS,ONS. AND SHALL AND EMEDY ALL REQUEST CLARIFICATION BE WOOTKT R OR TOITHE_ OMMENCMEEACTOR SHAI 1 VERIFY AIL NT OR CONTINUATION OF WORK GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE A ROUGH ELECTRIC, PLUI-ig INC, ANp HVAC PRIOR TO INSULATING AND SHEETROGKINs I AND SHALL SEG FOR LL BUILDINs DEPARTMENT INSPECTIONS URE THE G of O PRIOR TO RECFINING FINAL PAYMENT FROM OWNER6. REVISIONS QD LLJ OLu } QZ W :D �O cnU ct O M 0) M DRAWN; MH MS SCALE: 1/4"=P-0" JOB March 11, 2014 SHEET NUMBER S-1 N C.i V Co CO RG U a QD LLJ OLu } QZ W :D �O cnU ct O M 0) M DRAWN; MH MS SCALE: 1/4"=P-0" JOB March 11, 2014 SHEET NUMBER S-1 175.84" 5.841 W LIj iGENERAC GAURDIAN SERIES i 17 1l\Vl r,:P1T:DDTnD Tn r!"1mNirrT TO HOUSE AND WORK SHOP 1 W! i fl 1 mh1101-LK 2)Wi 11-"L:) 11 Tl%!' ! 1L II TO REMAIN ON SITE FOR^ n� Tlnnl nF rOwlrrDl Ir-nnnl X11, a i-,iri 1 --AL Y -'r f itiJ / i L1J l/i\ A1�111 fC/-!'l 1\111 Cl !'l �-ln G / L/liJ i ii i V i iliJ i i L\J Ariil ' C!-\ r1Tn 1'11 * 1T I i N 4V" I'1U'' E r,W SILt UKYWtLL: I I •\ i 303 SQ. FT. � " � �� Lri � � w .i b . l l �. Ib 12 5S,1. FT. 270 LU. FT. (2) Kdia., 4`deep (169 Cu, ft.) ` ----------- 1' -' 1 . 11 i i U U L � Qe DECK i 1255.4 SQ. FT. -J ;:-_:- �I� ll.o' I TO BE REMOVED I L k -U. TU. ::; Cn•„ 1•.v �� IC✓. ^I D. W.) I 1 �v. 7 v. xwop CHOP ti:\ \ \; �\ .. �\ `.. \.\\`-----• 'PATIO, CIN I_ �;\� . ; , . �` w v towt n O 0/_ ic� LA00 1 104Q ULk-f% \ TO BE REMOVED [117 nI r11,1 CIT[ rl A ATI/-1f._I QS n Cn F7 / 7 rt 1 Yll r-- PROPOSED WORKSHOP: OF CONSTRUCTION `LU 70 CU. YD. 45 CU. YD. PROPOSED PORCH 80.0 SQ. FT. 0-9% 2 CU_ YD. i CU. YD. luol (D.W.) - F1 [120 SQ. FT.] co 15 CU. YD. 6 CU. YD. I I I I DRYWELL TOTAL: W LIj iGENERAC GAURDIAN SERIES i 17 1l\Vl r,:P1T:DDTnD Tn r!"1mNirrT TO HOUSE AND WORK SHOP 1 W! i fl 1 mh1101-LK 2)Wi 11-"L:) 11 Tl%!' ! 1L II TO REMAIN ON SITE FOR^ n� Tlnnl nF rOwlrrDl Ir-nnnl X11, a i-,iri 1 --AL Y -'r f itiJ / i L1J l/i\ A1�111 fC/-!'l 1\111 Cl !'l �-ln G / L/liJ i ii i V i iliJ i i L\J Ariil ' C!-\ r1Tn 1'11 * 1T I i N 4V" I'1U'' E r,W SILt UKYWtLL: I I •\ i 303 SQ. FT. � " � �� Lri � � w .i b . l l �. Ib 12 5S,1. FT. 270 LU. FT. (2) Kdia., 4`deep (169 Cu, ft.) ` ----------- 1' -' 1 . 11 i i U U L � DECK i 1255.4 SQ. FT. -J ;:-_:- - P3O' ll.o' I (514.0 5Q. F1.J TO BE REMOVED I L k -U. TU. ::; Cn•„ 1•.v �� IC✓. I ��.v iii• r- i.j D. W.) I 1 �v. 7 v. I L �v. : ✓. ti:\ \ \; �\ .. �\ `.. \.\\`-----• 'PATIO, CIN I_ �;\� . ; , . �` w v `�� \\ \��\ n O 0/_ ic� LA00 1 104Q ULk-f% \ TO BE REMOVED [117 nI r11,1 CIT[ rl A ATI/-1f._I QS n Cn F7 / 7 rt 1 Yll r-- PROPOSED WORKSHOP: OF CONSTRUCTION `LU 31 I C rul- lV SCALE: 1" = 10'-0' CTnD KA \YIATFR nDV\YIFI I n r_r�I I I n rN A r'K ITP INL.uV I1NL.%MLI V I J. I LULAI IUN: KUUI- AKtA: 11" KAIN t'tK tiVUK: I I SILt UKYWtLL: I I l WORKSHOP: l i 303 SQ. FT. i 51 CU. FT. i (1) 8'dia.. 2'deep (84.5 cu. ft.) I HCJWt: Ib 12 5S,1. FT. 270 LU. FT. (2) Kdia., 4`deep (169 Cu, ft.) ` ----------- 1' -' 1 . 11 i i U U L � DECK i 1255.4 SQ. FT. -J ;:-_:- I ll.o' I (514.0 5Q. F1.J TO BE REMOVED I L k -U. TU. ::; Cn•„ 1•.v �� IC✓. I ��.v iii• r- i.j ,� _...-.,.; I 1 �v. 7 v. I L �v. : ✓. PORT -A -IAV TO REMAIN w v �} n O 0/_ O r LA00 1 104Q ULk-f% \ TO BE REMOVED [117 nI r11,1 CIT[ rl A ATI/-1f._I QS n Cn F7 / 7 rt 1 Yll r-- PROPOSED WORKSHOP: OF CONSTRUCTION `LU 70 CU. YD. 45 CU. YD. PROPOSED PORCH 80.0 SQ. FT. 31 I C rul- lV SCALE: 1" = 10'-0' CTnD KA \YIATFR nDV\YIFI I n r_r�I I I n rN A r'K ITP INL.uV I1NL.%MLI V I J. I LULAI IUN: KUUI- AKtA: 11" KAIN t'tK tiVUK: I I SILt UKYWtLL: I I l WORKSHOP: l i 303 SQ. FT. i 51 CU. FT. i (1) 8'dia.. 2'deep (84.5 cu. ft.) I HCJWt: Ib 12 5S,1. FT. 270 LU. FT. (2) Kdia., 4`deep (169 Cu, ft.) IIH 111 11 111 IIII II�� URY WELLS TO BE 1U' MIN. AWAY FROM HOUSE EDGE OF PAVEMENT T_ [2A CK MIF .v w � Vv 15 L1l- W/`H 1 CK A V F TSI I I F I IV J 1 K C C 1 C1TF B ATA - r%rrr-nm-rle%►_I- r1"% r -r- AnrA Ie%-rIr_r% r a•rrr-ri+ MENT FROM OWNERS. rrrnlAT•rr� AnrA [',r GROUND DISTURBANCE: I 30uu St1. FT. j i i f EXISTING HOUSE: I i 1255.4 SQ. FT. i 14.3% I I to I),I imi ULLKS: I (514.0 5Q. F1.J IKtIVIVVtJ I L k -U. TU. � I 3 1-11. -i- Cn•„ 1•.v �� IC✓. I ��.v iii• r- i.j I �i��lrivv�j I 1 �v. 7 v. I L �v. : ✓. nilrlTrl[[Il Al,l'IITIrIAI [. CO n Cr\ CT n O 0/_ PPOPnI FTI nFrK / PnRrH- QS n Cn F7 1 1 0/ 7 rt 1 Yll 1 n I m PROPOSED WORKSHOP: 216 SQ. FT. 2.5% 70 CU. YD. 45 CU. YD. PROPOSED PORCH 80.0 SQ. FT. 0-9% 2 CU_ YD. i CU. YD. PROPOSED DRYWELLS: [120 SQ. FT.] 15 CU. YD. 6 CU. YD. I I I I I TOTAL: I 1715.3 SQ. FT. I 19.6% I 147 CU. YD. 193 CU. YD, i B'dia., 4'deep novk.VE L r - A) I . UU- M - LU 0>! 174.21' r e- -1" * A 11 '1 r\ r% r\ 1 n "7 r% "1 7 f\ i Ivi Ir I%juv-ia i -yi-iv AArr�-r Awln nr11 Iwln� n\/_ PECONIC SURVEYORS, P.C. JUNt b, 1UI2 r /" % r" r% r% eN 1 r o- T J L W` J L. I N \." L V I r M t.J J L\. 1 ri LU lJ LU I . . LLa LU PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS nF 1lNlIlFQr.Rnl 1\111 \V/IQFC f►BII FC ANIFI PIQFC 4-IAUF AFFNI AAADI[Fil nQ I INITII \JFQ1FIrATinNI FQnAA I ITII ITV rnAAPANIIFC THAT TUI: AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURC VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS • fllfiL l IL^L, Lll" I C{.,(lJ AREAS WITH FENCING If IVICIV 1 1 Kr1ffIL IJV r\IV V \JV 1 Vf 1 flC JVO JI I G - 4J% -'1`4\J I LJICI VC V Vtrt 1JIVLl.C!\IICLJ hrttAi. frttJ l Cl.l UI`lLLCf\IICIJ ING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT CVCT[AA /C A bVn AAA1,1CA1T hni\IC rAAI AIr1T rC IAICTAI l [Il .CCr1nr rrskicIr 1Ir1rinkI 1CrAMC A TCAAnr%AnV rnA\ICI MIMILMAV CUr%l 111•\ S[ I INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 I POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SUIL LUN I hUL: EXLAVA I EU SOIL t U iiE PE I AINEU UN SI I E AS 1NUICA 1 EU UN SHE PLAN, PE'fAIN /1S MUCH I Ul' SUIL AS PC )SSIIiLE I U PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR I- -- -- -I � _ � TOP SOIL - _i _P -. _ - - - N_ I - _ w'ND'THEN- REMOVE T„ - SAFE LOCATION' WITH A FRONT - I EDND LOADER. PROTECT- - GRASS.TRE-ESLAND_ OTHER_ PLANTS - WH EVER OSSIBLE. R OV SHOULDEXCAVATION BE AS LEVEL AS POSSIBLE. PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOL STO G VE PLENTY OFROO FOR A WELL -DRAINING BACK AND TO PROVIDE ROOM FOR ALL WORK. I B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, ~THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE;; 6EET;PiP, I INSTAII SHnRA/"�'`'= !HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLO'1...iV '. BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). 1....1L',AFL...afcc+:......��..,.-.1.>,.c. .fx+4 •`'a ' 'Sn`:%.1'� 1 I TO BE IMMEDIATLY INSTALLED AT TIMEW_ OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO'9E PIPED TO UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO QE INSTALLED. 5 1 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GR) ..I. (Wf'Itl<C NtJ��llf Lt) Ur LF\IVU USIL71CIi NIV It F\V✓!\T 1-ICVIVI IV CIV I -I li I.JIZIIVV YIcVrElcl ICJ AIVU 12vA'u'WAYi. IIVS1 DRYWELLS ASPEQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. .AIAITC11 Tn..lA/C AAIn"AI..Yf All Mn•CIl[.[C TII .IAIAITAIAI 1 [!\AR1A[TlIY CUAII AInTIN w"rY1T[I'T nC AI.IV nlfr.[IIAAI[IC<IICTVlCITI TYC h"A\VIIAI[.<T1J[C.[[ICI[ATnl.l<AAIhTLJC CICIh [nA1hThAlC AAIh fLlAll"[n,ICCT r1 A"I[t[ATInAI Yttn"C f(IAiA.CAlriwlr \Vir\IIV rC:AI'I.A[Tn"CUAII\IC"IN All I I MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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. I ROUG44 ELECTRIC, PLUMBINCs, AND HVAC PRIOR TO INSULATING AND a"EETROCKINS I AND 15HALL SECURE THE G of O PRIOR TO RECEIVING FI 1 11 F' RFVMT(1NR I 1' y 1 I I I I IATA TRA m I I I �I I� ml I�a m ml M �? Z Ln lu y�Z MI U ml I I Iz I� I� I Q WI Iz I H IQ I I� I I N W Ld 1rC.i Q z . I , N III > ~o Icalln f,% II, O T I� co DRAWN: MH/MS cr-ATC. 11411_1• n JOB 4: SHEET NUMBER: I C 11 L 14 ELM DEPT. T9", H I D MENT FROM OWNERS. 1 I I I I IATA TRA m I I I �I I� ml I�a m ml M �? Z Ln lu y�Z MI U ml I I Iz I� I� I Q WI Iz I H IQ I I� I I N W Ld 1rC.i Q z . I , N III > ~o Icalln f,% II, O T I� co DRAWN: MH/MS cr-ATC. 11411_1• n JOB 4: SHEET NUMBER: I C 11 L 14 ELM DEPT. T9", H I D Ll ILA - i I i PROPOSED NORTH ELEVATION SCALE: 1/9" = 1' PROPOSED WES-I" ELEVATION PROPOSED SOUTH ELEVA71 I0f4 SCALE: 1/9" = 1' PROPOSED EAST ELEVATION SCALE: 1/4" = 1' Ln MINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR NOTIFY OTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DMWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION NEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GPP ENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GNP GENERAL CONTRACTOR SHALL ME RESONSMLE FOR ALL BUILDING DEPARTMENTP N5£CTIO14S MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK RANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK I ROl1GH ELECTRIC, PLUMMiNG, AND HVAC PRI✓R TO INSULATING AND SHEETROCKING IE AND SHALL SECURE THE C ov 0 FRIOR TO Tc ECEI VINCa FINAL PAYMENT FROM OWNERS. I REVISIONS I I-� i I i I I I !I A hl� Ah /lM��litllpi/yh i v�E��v II i 0 t~ r.l a M Q c1� _ Oa y a Az- M x z � w � w O Q rn w W o U � w Z O ¢z ofw w� J � O �+ to U CU a M m M DRAWN: MH / MS SCALE: 1/4"=V-0" JOB *: November 13, 2013 SITEET NUMBER: A�ll I I � I PROPOSED EAST ELEVATION SCALE: 1/4" = 1' Ln MINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR NOTIFY OTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DMWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION NEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GPP ENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GNP GENERAL CONTRACTOR SHALL ME RESONSMLE FOR ALL BUILDING DEPARTMENTP N5£CTIO14S MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK RANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK I ROl1GH ELECTRIC, PLUMMiNG, AND HVAC PRI✓R TO INSULATING AND SHEETROCKING IE AND SHALL SECURE THE C ov 0 FRIOR TO Tc ECEI VINCa FINAL PAYMENT FROM OWNERS. I REVISIONS I I-� i I i I I I !I A hl� Ah /lM��litllpi/yh i v�E��v II i 0 t~ r.l a M Q c1� _ Oa y a Az- M x z � w � w O Q rn w W o U � w Z O ¢z ofw w� J � O �+ to U CU a M m M DRAWN: MH / MS SCALE: 1/4"=V-0" JOB *: November 13, 2013 SITEET NUMBER: A�ll (2) 1-3/4X9-1/2 Irl IR'Nni,� .M.TMH(, (LESS THAN 4' DW -W OPENING) TYPICAL WINDOW OPENING (LESS THAN 4'-CXr-(r OPENING) T; ,„tr3n131 K,'WT%� uSuiW n f,UK CM#I[C,iU K LUNv2t" itis W/v.VNtu TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-00-T OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PFR TAME 1607.1.4. N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) WINDBDRNE DEBRIS PROTECTION FASTENING SCHeDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116 - AND MAXIMUM PANEL SPAN OF Y FEET ShALL BE PERMIT TED FOR OPENING PROTECTION IN ONE- AND TW(,STOkY WILDINGS. PANELS SHALL BE PNECLT TO COVER GLAZED OPENINGS WITH ATTACHNIE NT HARDWARE PROVIDED. (REFER TO SECTION 1604.1.4, 16'J4 6.5 AND TABLE 1609 .1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A IUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APRLICARE. ALL PANELS MUST BE OUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER I IARDWARC MUST ACQX4PANY SI IUTTLItS TOR INSTALLA ION. F1 nn � ♦ 11 11 4 I 11 11 11 11 11 11 II 11 1 I 11 11 � 1 11 11 nu II I II II 6111 n u n u 11 11 11 11 , I 1 1 ♦ � ♦ 1 1 1 � ----ice FLOOR PLAN SCALE: 1/4" = 1' O cV 18'-0" 0 10 9'-0" 9'-0" 4 - A31 Sin MULL (2) 2X10 HDR. (2) 2X4 POST I (TYP.) CATHEDRAL CEILING - - - - (2) 11-7/8 ML RIDGE) - - — — - zz r 14 30X30 N SKYLIGHT ; ' I (2) 2X8 HDR. " (2) 2X8 HDR. M .� Zi Z In +r z ,r a a z ,.._, U Ix 00 zW O � aQ zz OO W U ¢W U n� f!�' i I I w � r r ,„tr3n131 K,'WT%� uSuiW n f,UK CM#I[C,iU K LUNv2t" itis W/v.VNtu TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-00-T OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PFR TAME 1607.1.4. N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) WINDBDRNE DEBRIS PROTECTION FASTENING SCHeDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116 - AND MAXIMUM PANEL SPAN OF Y FEET ShALL BE PERMIT TED FOR OPENING PROTECTION IN ONE- AND TW(,STOkY WILDINGS. PANELS SHALL BE PNECLT TO COVER GLAZED OPENINGS WITH ATTACHNIE NT HARDWARE PROVIDED. (REFER TO SECTION 1604.1.4, 16'J4 6.5 AND TABLE 1609 .1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A IUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APRLICARE. ALL PANELS MUST BE OUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER I IARDWARC MUST ACQX4PANY SI IUTTLItS TOR INSTALLA ION. F1 nn � ♦ 11 11 4 I 11 11 11 11 11 11 II 11 1 I 11 11 � 1 11 11 nu II I II II 6111 n u n u 11 11 11 11 , I 1 1 ♦ � ♦ 1 1 1 � ----ice FLOOR PLAN SCALE: 1/4" = 1' O cV 18'-0" 0 10 9'-0" 9'-0" 4 - A31 Sin MULL 4'-0" I WLt1SL TN W E PRO1 LC 1 S 10'-0" L 4'-0" NORTH FLOOR PLAN. SCALE: 1/4" = 1' 1). 2X4 STUD WALL AT 16 -OC. WALL HEIGHT TO BE 11'-B" HIGH AT CATHEDRAL PORTION AND 8'-0" AT LOFT. INSTALL (LOCKING MID SPAN MIDSPAN AT BEARING WALL AND —4'-0" OC AT CATHEDRAL WALL PORTION. 2). INSTALL (2) 2X6 DF#2 OVER OPENINGS UNLESS OTHERWISE NOTED. ALL HEADERS, UP TO 3', TO HAVE (2) JACK STUDS. OPENINGS OVER T TO HAVE (3) JACK STUDS. 3). LOFT TO BE FRAMED WITH 2X6 AT 16 -OC WITH 3/4" SU9FLOOR. 4). ROOF TO BE FRAMED WITH 2X6 RR AT 16"OC WITH (2) 9-1/2 ML RIDGE. •--------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 PC MONOLITHIC FOUNDATION 1 i (SEE SECTION) i 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 --------------------------------------------- W-�--E PROJECT S NORTH FOUNDATION PLAN SCALE: 1/4" = 1' 1. 6" CONCRETE SLAB REINFORCED w/ WMM OVER COMPACTED GRAVEL 2. MONOLITHIC FOUNDATION 12" WIDE, 12" BELOW GRADE, REINFORCED WITH (2) M5 REIAR. 3) 5/8" dia. ANCHORDOLTS AT 57" OC AND W/1 P OF CORNERS AND INTERSECTIONS. ANCHORBOLTS TO EMBED MIN. 7" INTO CONCRETE. SECURE TO SILL PLATE WITH 3X3 WASHERS AND NUTS. 4). 2X4 ACQ SILL PLATE ON COP-R-TEX TERMITE SHIELD AND FOAM SILL SEAL MINTER 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 ALLGENERAL CONTRACTOR TO COORDINAT£ MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT NSPECTIONS MANUFACTURER'S WAPtItA iY AND SHALL BE INSPECTED TO VERWORK VERIFY ALL DIMENSIONS AND CONDITIONS AT JOE SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVER(' CF EQUIPMENT AND MATERIALS, AND RERIEDY ALL DISCREPANCIES WITH ARCHCTECT PRIOR TO THE CCMMENCEMENT OR CONTINUATION Cr WORE. I ROUGH ELECTRIC, PLUMBING, AND HVAC FRIOR TO INW,ATING AND SHEETROCKING I AND 5"IALL 5ECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNER5. REVISIONS (2) 2X10 HDR. (2) 2X4 POST I (TYP.) CATHEDRAL CEILING - - - - (2) 11-7/8 ML RIDGE) - - — — - zz r 0 30X30 N SKYLIGHT ; ' I (2) 2X8 HDR. " (2) 2X8 HDR. M .� Zi 4'-0" I WLt1SL TN W E PRO1 LC 1 S 10'-0" L 4'-0" NORTH FLOOR PLAN. SCALE: 1/4" = 1' 1). 2X4 STUD WALL AT 16 -OC. WALL HEIGHT TO BE 11'-B" HIGH AT CATHEDRAL PORTION AND 8'-0" AT LOFT. INSTALL (LOCKING MID SPAN MIDSPAN AT BEARING WALL AND —4'-0" OC AT CATHEDRAL WALL PORTION. 2). INSTALL (2) 2X6 DF#2 OVER OPENINGS UNLESS OTHERWISE NOTED. ALL HEADERS, UP TO 3', TO HAVE (2) JACK STUDS. OPENINGS OVER T TO HAVE (3) JACK STUDS. 3). LOFT TO BE FRAMED WITH 2X6 AT 16 -OC WITH 3/4" SU9FLOOR. 4). ROOF TO BE FRAMED WITH 2X6 RR AT 16"OC WITH (2) 9-1/2 ML RIDGE. •--------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 PC MONOLITHIC FOUNDATION 1 i (SEE SECTION) i 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 --------------------------------------------- W-�--E PROJECT S NORTH FOUNDATION PLAN SCALE: 1/4" = 1' 1. 6" CONCRETE SLAB REINFORCED w/ WMM OVER COMPACTED GRAVEL 2. MONOLITHIC FOUNDATION 12" WIDE, 12" BELOW GRADE, REINFORCED WITH (2) M5 REIAR. 3) 5/8" dia. ANCHORDOLTS AT 57" OC AND W/1 P OF CORNERS AND INTERSECTIONS. ANCHORBOLTS TO EMBED MIN. 7" INTO CONCRETE. SECURE TO SILL PLATE WITH 3X3 WASHERS AND NUTS. 4). 2X4 ACQ SILL PLATE ON COP-R-TEX TERMITE SHIELD AND FOAM SILL SEAL MINTER 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 ALLGENERAL CONTRACTOR TO COORDINAT£ MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT NSPECTIONS MANUFACTURER'S WAPtItA iY AND SHALL BE INSPECTED TO VERWORK VERIFY ALL DIMENSIONS AND CONDITIONS AT JOE SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVER(' CF EQUIPMENT AND MATERIALS, AND RERIEDY ALL DISCREPANCIES WITH ARCHCTECT PRIOR TO THE CCMMENCEMENT OR CONTINUATION Cr WORE. I ROUGH ELECTRIC, PLUMBING, AND HVAC FRIOR TO INW,ATING AND SHEETROCKING I AND 5"IALL 5ECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNER5. REVISIONS 1 ; 0 N U 1., M .� Zi Z In +r z ,r a a z ,.._, U Ix 00 zW O � aQ zz OO W U ¢W U n� 00 w � U w D Z �. O Qz WLj D Q 0 �O O �I C/) U C�j C:) C'7 C`7 DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: November 13, 2013 SHEET NUMBER: A-21 SIDEWALL 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. WALL FLOOR USF NUMOCR DESCRIPTION APPLICATION APPLICATION RT10 HOLD DOWN Col INECT TO 1 SIDE OF ALL CORNERS 1ST. AD15 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS LSTA36 1-1/4"x36" 18go. STRAP CONNECT 10 1 SIOL OF ALL CORNERS ON PLATE/WALL SPTH1 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 USE WITH 3x3 SQUARE WASHERS (C "ACE SPACE OP. FOUIID.4TION INSTALL 4'U" U.C. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH MSTA48 1-1/4"x48" 15ga. STRAP THE FLOORS TO EACH OTHER W/ THREADED ROD. WALL STUD METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION 2ND. KING STUDS CRIPPLE STUD HEADER JACK STUDS LOCATION USF NUMBER DESCRIPTION APPLICATION ALL OPENNI,S LSTA12 1-1/4"x12' 20ga. STRAP APPLY TO EACH JACK STUD All OPFNIIVGS RT.T OR RT7 T rOOW'N ANCHOR APPI Y TO EACH CkiPPI F STiID STARRING TO BE ATTACHED TO WALL STUDS 048'OC AND ALL WINDOW/DOOR OPENING JACK STUDS JOIST DEPTH USP NUMBER DESCRIPTION AP^LICATION INSTALL 4'0" O.C. 4" - 8" LSTA24-1/4"x24" 20ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0' O.C. 8" - 14" LSTA30 1-1/4"x3o- 18ga. STRAP AND JACK STUDS ON ALL C! PINGS INSTALL 4'0" O.C. 14" - 16" LSTA36 1-1/4'x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO NALL STUDS #)48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH UtP NUMBER DESCRIPTION APPLICATION RT10 10-3/4' x 180n. TYDO11N ANCHOR CONNECT TO TYDOWN ANCHOR INSTALL 4'0" O.C. 4' - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS PLATE/WALL SPTH1 EACH RAFTER ON All OPFNIN(,S 2 STORIES USE WITH 3x3 SQUARE WASHERS (C "ACE SPACE OP. FOUIID.4TION INSTALL 4'U" U.C. 8" - 15" MSTA48 1-1/4"x48" 15ga. STRAP AND JACK STUDS (SLAB -ON -GRACE) 1/2" GROUT I ON ALL OPENINGS TYP. CONC. FOIJNDAT10N DAMPPROOF EXTERIOR EMIL POLY ON EXTERIOR KEYWAY FOOTING DRAIN TII F - 1. t A V r.• • A • V 01 V •A I e • a A d REIN CONC, SLAB 6 MIL. POLY GRANI II AR FII I IG BAR TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB GXG 10/10 W'AM COMPACT FILL SIDE WALL rLASIIING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDS ES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION STEEL COLUMN CONC. SLAB COMPACT FILL CONC. FTG. RICKET AT TOP—SIDE OF HIMNEY NALL SHEATHING ;IDEW,ALL FLASHING INISH WALL AIID MOISTURE ;ARRIER TO LAP FLASHING ,T WALL -- MAINTAIN GAP ETWEEN WALL FINISH AND 'COFI!IG TO AVOID SOAKING ROVIDE HEMMED EDGE AT LASHING TO FORM CHANNEL IND SO AS TO MAINTAIN AIR SAP TO PREVENT CAPILLARY C TION <EEP ROOFING NAILS OUT )F FI ACHING ROOFING LAPS BASE FLASHING 4 INCHES �HIN'G WRAPS CORNERS, JNDER SHINGLES AT JCHES AND LAPS AT BASE MIN. 4 IIICHES AIIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONE. FTG. RAF LER RIDGE LOCATION USP HUMBER DESCRIPTION APPLICATION F ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY UVFR RIDGE To EACH RAFTE RAFTER TOP PLATE 'NALL STUD LOCATION USF NUMDQ: DLSCRVTION APPLICATION 4" - 6" RAFTER RT10 10-3/4' x 180n. TYDO11N ANCHOR CONNECT TO TYDOWN ANCHOR CONNECT EACHRAFTER . ACH RAF IER 8" - 12" RAFTER PT20 21-1/8" x 20ga. TYDOYN ANCHOR ''OIvNECT TO PLATE/WALL SPTH1 EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACHRAFTER v ANCHOR BOLT EMBEDMENT: I I TO PLATE PLATE/WALL SPTH1 STUD PLATE ANCHOR CONNECT OVER 2 STORIES USE WITH 3x3 SQUARE WASHERS (C "ACE SPACE OP. FOUIID.4TION PLATES TO EACH STUD CEL. SILL PLATE TERMITE SIIIELD SILL GASKET ANCHOR BOLT CONNECTION a • V 3 5/8" DIA. ANCHOR BOLT WOOD JOISTS ^ PPGRTING MAXIMUM SPACING SILL PLATE IO FOUNDAIION 1 STORY v ANCHOR BOLT EMBEDMENT: I I ^QURED CONCRETE: 7" SILL PLATE TO FOUNDATION BLOCK WALL: 1S" + � A 2 STORIES USE WITH 3x3 SQUARE WASHERS (C "ACE SPACE OP. FOUIID.4TION (USP LBPS58 OR BP583) ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT WOOD JOISTS ^ PPGRTING MAXIMUM SPACING SILL PLATE IO FOUNDAIION 1 STORY 72" OC (CRAWL SPACER FOUNDATION) I I 1/2 "OLA. BOLTS O 48" o.c. STAG. SILL PLATE TO FOUNDATION 1 2 STORIES 36' OC (C "ACE SPACE OP. FOUIID.4TION 4" x 1/4" x 8" STFFI 'NALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC (SLAB -ON -GRACE) 1/2" GROUT I I LEDGE RAFTER 'AFTER SIZE USP INTIMBERI DESCRIPTILIN APPLICATION 2x6—Zx8 LS26 18ga. SLOPE HANGER APPLY TU EACH RAFTER / LEDGER 2X10 LS210 118go. SLOPE HANGER APPLY 10 EACH RAIFIER / LEDGER THROUGH—ROOF EXHAUST VEIITS SELECT -ED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS nIiIRFD RAFTERS MAINTAIN ♦ \ VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENIIICS SIIALL DE COVERED WITH COrROSION— RESISTANT METAL MESH WITH MESH OPENINGS OF 'A INCH III DIMF_NSION. R00r VENTILATION / SUFFITED EAVE DETAIL BLOCKING a2x42x4 LEDGER SOFFIT JOIST FASCIA GUTTER NTIN. SCREENED VENT 'CONTIN. SOFFIT / EXT. PLYWOOD SOFFI TED EAVE RAFTERS / PRE—MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONrORIA TO SLOPE OF ROOF NFOPRFNE GASI'ET ROOF JACK ROOFING LAPS FLASHING AT SIDES AND TOP FLASI IIJG LAPS ROOFING AT BOTTOM II \ KEEP SHEATHING MIN. 1-1/2' ALL JOISTS CONVECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CAP OF SAME AL AS ROOFING TO SHEATHING .H VENT WALL STUD 801101.1 PLAIL B ATHTUB DOUBLE JOIST RATH / SPA TARS TO HAVF A DOIIRIF FLOOR JOLSTS IINDFR FOR ADDFD SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR IOIST DIPFCTION WITH (2) .IOISTS. IINDFR WAI I. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE BLOCKING 024'OC `HOOD JOIST RI OC KING WOOD GIRDER PRO'v1DE BLOCKING BET'WEEiI JOISTS THAT ARE SPICED AND OVER. BEARING WALLS AND HEADERS WOOD .JOIST GIRDER/HEADER W'UUD JOIST ROOF JACKS A VENTS CETAIL DOOR FRAME GARAGE DOUR I USE 2X5 FOR BLOCKOUT TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING — SUB FLOOR /�- JOIST I 1T� STEEL BEAM I IIN / 4" SLAB I I ^d"tif 1 r W 6X6 Y"M \ SLOPE a«•Yf'' i" v< ♦ • P.T. PLATE . / d�bNr,,, Q "z;,. ♦ • - 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHj�«,r,'A "4 1/2' AIRS ACE ♦ 1 • 7 1 2' - - (WITH A NAILING PLATE IF NEE i�j;��;'•`+y+� Int ,� �Jr. • t AT END WOOD 4•• - A. •� - • : • :• • • STEEL BEAMTO BE X. TOT12- ALLOW FOR `'E °IPW %Y Y„• i^i �(., • c c • .,fiPiM1t"`S'..St Pt)at K GRA E • 4' - 1 q •.� I •� •. • - l +v .)} al -w- --a� -,. BEAMS . . •• A. PROVIDE STRAPPING TO KEEP J01^t5`, 6X5 SV. W.M. ^•12"+� * • ,nI d _ r:Y? .4 , 1. - SAL! w •! '• A'll L:'J\ �' •• ��NOTCH BEAM FOR IUDS!LL IF REQUIRED -- MAXIMUPA � � � A � • ^ �' � NOTCH EQUALS 1 4 DEPTH OF BEAM �I • • • µ" 1 E <, •' Q REINFORCIIJG BAR i •• / • •.• + • ? —il y�' . ' �` A REINFORCING_. BAk �. �, • ' aY .* "f .a..C'•a;i DRAIN TILE p+ • • I • u 12" •• • SHEET METAL / 30# FELT UNDER BEAM AT POINT I , ,;;L'*Q'�.tN�TS ;!' \Or CONTACT `1d TH CONCRETE Or COIIC. BLOCK •a~ .t a .1 "'�'r2PLATE (BOLTED TO' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) p4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . •.I� SHIMS TO IFVFI RFAM rEIrccrCC FOOTING WITII (2) #4 rEINrORCING BARS. 3" MINIIAUTA REARING SURFACF FOR WOOD RFAM 1.GARAGE DOOr, DLOCKOU7 Kt•T.r r' -• ups >'� REAM POCKET 1 MINTER 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 AL1.GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOV 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 I ROUCa4 ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. RWTSTONS i PA i Y O rr N U Z v] v -Z b V] C5 V 13 6 1 U C z 0 E•I••I ~ z � O O H U z O w W i Z W Lu I.J.J D O ct O M C'7 DRAWN: MH / MS SCALE: 1/4"==F-0" JOB: November 13, 2013 SHEET NUMBER: r— SUDFLOOR WOOD JOISTS 1 t I 2x6 /2x8 CONTINUOUS WOOD PLATE 1 BOLTED TO STEEL BEAM WITH I I 1/2 "OLA. BOLTS O 48" o.c. STAG. 1 1 STEEL BEAM 4" x 1/4" x 8" STFFI TOP AND BOTTOM PLATE WITH 1/2 x 6' ANCHOR BOLT 1/2" GROUT I 3" STEEL COLUMN ( 10 KIPS 1 TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING — SUB FLOOR /�- JOIST I 1T� STEEL BEAM I IIN / 4" SLAB I I ^d"tif 1 r W 6X6 Y"M \ SLOPE a«•Yf'' i" v< ♦ • P.T. PLATE . / d�bNr,,, Q "z;,. ♦ • - 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHj�«,r,'A "4 1/2' AIRS ACE ♦ 1 • 7 1 2' - - (WITH A NAILING PLATE IF NEE i�j;��;'•`+y+� Int ,� �Jr. • t AT END WOOD 4•• - A. •� - • : • :• • • STEEL BEAMTO BE X. TOT12- ALLOW FOR `'E °IPW %Y Y„• i^i �(., • c c • .,fiPiM1t"`S'..St Pt)at K GRA E • 4' - 1 q •.� I •� •. • - l +v .)} al -w- --a� -,. BEAMS . . •• A. PROVIDE STRAPPING TO KEEP J01^t5`, 6X5 SV. W.M. ^•12"+� * • ,nI d _ r:Y? .4 , 1. - SAL! w •! '• A'll L:'J\ �' •• ��NOTCH BEAM FOR IUDS!LL IF REQUIRED -- MAXIMUPA � � � A � • ^ �' � NOTCH EQUALS 1 4 DEPTH OF BEAM �I • • • µ" 1 E <, •' Q REINFORCIIJG BAR i •• / • •.• + • ? —il y�' . ' �` A REINFORCING_. BAk �. �, • ' aY .* "f .a..C'•a;i DRAIN TILE p+ • • I • u 12" •• • SHEET METAL / 30# FELT UNDER BEAM AT POINT I , ,;;L'*Q'�.tN�TS ;!' \Or CONTACT `1d TH CONCRETE Or COIIC. BLOCK •a~ .t a .1 "'�'r2PLATE (BOLTED TO' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) p4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . •.I� SHIMS TO IFVFI RFAM rEIrccrCC FOOTING WITII (2) #4 rEINrORCING BARS. 3" MINIIAUTA REARING SURFACF FOR WOOD RFAM 1.GARAGE DOOr, DLOCKOU7 Kt•T.r r' -• ups >'� REAM POCKET 1 MINTER 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 AL1.GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOV 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 I ROUCa4 ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. RWTSTONS i PA i Y O rr N U Z v] v -Z b V] C5 V 13 6 1 U C z 0 E•I••I ~ z � O O H U z O w W i Z W Lu I.J.J D O ct O M C'7 DRAWN: MH / MS SCALE: 1/4"==F-0" JOB: November 13, 2013 SHEET NUMBER: % GEIN1zR�L N� F ES' CONSTRUCTION NOTES: 11. The information within this set of construction documents is related to basic desirn intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The Generai Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, courtly acid loch; codes, Ordllionces and (eYtiwi-rls, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means. methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are .no warranties for a specific use expressed or implied in the use of these plans. I5)- Refer to the Window and Door schedule for exterior openings. A). The General rnntrartor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. %). The General Contractor is to consult with the owner for ail built-in items such as bookcases, shelving, pantry, closets, trims, etc. li). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. I 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masOiiry wa)15 occuririg in exterior or unheated ImeiOur erea5. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 1B" long at 12" c.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L.. Concrete to be poured on 4 inch thiel: sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with u" maximum fUn (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 0x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Codr. A 6 -mil polyethylene film shall he applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAi iiivG NOTES 1). All framing techniques and methods as prescriptive design of 2006 SIC High Wind Edition Wood Framing Construction Manual 2). Unless otherwise noted, all framin[ and structural wood material to be #2 + BTR. Dougias Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 J/2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) )tick studs arid (2) fit!l length studs or$ each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 60 and 2x6 wall openings between 511 and 89. Provide fire and blocking where applicable. Ss All fluih 172amsn, a,,.. t. 11 a ,w:µ ,I..a.. ,...1.:..:,...1 w.. ..............1 /• iueade s to be installed ,cavy duty gahilnized uaugcrs an - anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and tinder bathtub Floors to have ceramic tiie installed shall be verified for proper load capacity unless noted on !2ns 7). Provide 2 -1-3/4" thick microlams ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical). Q). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless rleii utLll eYwlie Puled. I 9). Provide blocking/bridging in floor joists at E'0 o.c.. Use solid blocking in floor joists tinder all bearing walls. 101_ Prm iCie inpilation baffles at eave vents between rafters_ Install draft Mnrkinv as needed. I I). Unless otherwise noted ail roofs and wails to have a minimum i 2' thick 4 -ply Fir ) / y p CDX exterlor sheathing grade plywood. Plywood to cover over plates and headers. I 12). Unless otherwise noted use 3/4" thick T&G FTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subitoor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/3" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. I 14). All roof with a pitch less than. 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 161. All ^sill plates -wood od in contact -4th concrete to be pre sure treated. Sill p!,*,, 10 be installed witha foam sill gasket and cop-r-tex termite shield or approved equal. ......,!:DAKAING 1NICITPC, 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of i0d common nails required in each end of the collar tie need not exceed the tabulated number of id nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: li Lateral framingand shear wall connections for ratter ceiling or truss to to late shall be in g PP accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters or trUSSes shall be at1;lJ'ICd to IFIe w;!! top PlatC arld tI�C wall top Male shall b2 attllflEd to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: 1°Jal! studs b d bel n level 'hal! attached with 1"' ,.,, above and ;Bud; t,�Io•,�• a .Icor e a.:clt�t, uplift connection; In accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. L)• \Y/AI 1 ACCF�ARI V Tfl Ff111/.1tlAT1(lAl• 1. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors- Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom Plate, 3 inch square washes shall he used with the anchor hnits_ Anchor hnit spacing is to be spaced and sized in accordance to table 3.2a. in addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE l EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with Ed common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and t/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE It EXTERIOR SHEARIMALL CONNECTIONS: Type 11 exterior shear -walls shall mlB eet the requirements of table 33 -15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when Int -i- 'hear";;alls "" used Shcath'n•' and ' _` lC n, 'ha ! b" in ..� II Ii an www , .. and 2,2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance � ith Bahl. 3.S- \Y/i rt.lnv.? Sill plates shall 1,. have steel cO.,n.nQrS in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anrhnred on ton of the beam or slnne rnnnertnrs shall he attached to garb rafter -fn -ridge_ along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum ire" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12N12NI12" thick concrete footing. Use a minimum 1/2" dia x S" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at E'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored t .;I•AI r,) Covered Roofs shall be assembled and anchored the same manner as a PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufactures recommendation for maximum hole size and soacinr permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment lie[ SU PP 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contras -tor and OlVner for fin;! review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3) . Install Smoke 62tct ors and Carbon f•.1onoxide detectors throughout as per sect;o In 8317 of N.Y.S. Residential Construction Code. NAIL ING SCHED- t )LF �- ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES STRUCTURAL PANEL QTY. SPACING F_... RAFTER TO V WALL: 3 -Rd COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILiNG JOIST & WALL: 3-8d COhAMON EACH FACE TO TOP PLATE 10' W L A L 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO "tir PERTABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL (-FII INC, JOIST I APS A.S PFRTARLF 3-7 EACH FACE OVER PARTITION 1XTCM - SBC LAP NAiL COLLAR TIE A ER S P TABLE 3.4 EACH FACE TO RAFTER WFOA - SBC END NAIL BLOCKINGEACH GAURDP,AILS (ANY DIRECTION) PER TOE TO RAFTER 7 _ Byt rf1�A AArIAI END NAIL RiM EOARD ,ROOF _ FO NDATlON) EACH END T O RAFTER ER 2 -16d COMMON EIV D NAib WALL FRAMING: JOINT DESCRIPTION NAIL NAIL Niel -r< STRUCTURAL PANEL QTY. QTY. SPACING F_... TOP PLATE TO I PER FACE NAIL TOP PLATE 2 -16d COMMO FOOT SEE NOTE: 1 TOP PLATES AT 4 -16d COMMON JOINTS FACE INTERSECTIONS 2 - Ed COMMON £A. SIDE NAIL ST UD TO DECKS 24" Fi�CE STUD 2 -16d COMMON O.C. NAIL HEADER HEADER TO DESIGN LOAD CALCULATIONS 11A. n C. r Lrr HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON1 PER 2x4 STUD END PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: GAURDP,AILS (ANY DIRECTION) PER TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL END JOIST OR BLOCKING ,ROOF _ FO NDATlON) FOOT SEE NOTE: 1,2 ZWO 11 r \".�'"WIKC J(1I1.1T hrSrplDTlfOT.l NAIL NAIL Niel -r< STRUCTURAL PANEL QTY. SPACING F_... JOIST TO: I PER TOE SILL. TOP PLAT E OR GIRDER 4 - Rd COMMON JOIST NAIL BRIDGING 7" O.C. EDGE EACH TOE TO JOIST 2 - Ed COMMON END ": AIL BLOCKING DECKS EACH TOE TO JOIST 2 _Qct COMMON END NAiL BLOCKING TO: DESIGN LOAD CALCULATIONS EACH TOE SILL OR TOP PLATE 3 -16d COMMON BLOCK NAiL LEDGER STRIP 40 EACH FACE TO BEAM 3 -16d COMMONJOIST STAIRS NAIL JOIST ON LEDGER GAURDP,AILS (ANY DIRECTION) PER TOE TO BEAM 3 - Sd COMA40N JOIST NAIL BAND JOIST ,ROOF _ FO NDATlON) PER END NAILING SCHEDULE 3 -16d COMMON EGRESS TO JOiST JOIST NAIL BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SiLL OR TOP PLATE FOOT SEE NOTE: 1 F1��F CI-IFL"•ST�-IIIV�.- JOINT DESCRIPTION NAIL NAIL NAIL QI (. JP/�LI`VG STRUCTURAL PANEL fid AS ►ERTA ELE 3.1 STRUCTURAL F_... CEILING SHEATHING - JOINT DESCRIPTION NAIL I NAIL l QTY. QTY SPACING STRUCTURAL Rd COMMON U.C. tDCAE I Sd COOLERS I 1 WALLBOARD 6d COMMO 1 0 " O.C. FIELD WALL SHEAT HING: InInIT n£cCR!PT!ON NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL Rd COMMON AS PER TABLE 3.9 PANELS (SEE PLANS) I Vl%FCM - StsC 7/16" OSB nLys�y"Irsnn 6d COMMO 3" O.C. EDGE c" n � ran .n .. V.L. I ILaV GYPSUM 5d COOLERS 7" O.C. EDGE O.. W A I I RAR...,D AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 10" Or . FIR r) Fi nnp, CHFATHiNire JOiNT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING III RUCTURAL PANELS Bd COMMO 6" G.C. EDGE 1" OR LESS (SEE PLANS) 12" O.C. FIELD NOTES: T1 ILSL 1 VOTESARL ONLYTO BL M1LTLR TO ll MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing IS natleu' 3" oil -Center at the pariel edge to ubtaili h!gher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). whorl wall slreaihing is cuniinuous over cviulected members,the tabulated number of nails shall be permitted to be reduced tol -16d nail per foot. UnLAIY COIN1TE11N' r, S OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES 111II IIINr. HEI r, HT (SEE PLANS) ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) SPEED DFSICIN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTiON CODE AND LINE TERMITE 2006 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAI- DESIGN FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LOAD (MPH) EXT. BALCONIES 60 DEPTH DECKS 40 TEMP. ATTICS w/o STORAGE 10 20 LBS. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSE) 11 YES - ROOMS (OTHER THAN SLEEPING) 40 IROOMS (SLEEPING) 30 TO HEAVY STAIRS 40 GAURDP,AILS (ANY DIRECTION) 200 FXPO) LIRF CATAC,0RY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ,ROOF _ FO NDATlON) DETAIL PACE ,r. GENEP-kL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION CFF FLOOR PLANS SMOKE h CO2 DETECTORS Q TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK r'i iKl�ATI/" r ern, -n Anuir- Drclr"1.� r-nl-�-rnlA 1-Ll1V 1`1 lL C]L IJLIJLI[lllt 1 !IL Lc31U! \ 111 L[t1l1 GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WiNTER ICESHIELD Id COMMON @ 6" O.C1 SNOW SPEED DESIGN WCAI HERING LINE TERMITE DECAY DESIGN UNDEPLAYMEIVI FLOOD HAZARDS LOAD (MPH) CATEGORY I SEE NOTES: 13 f DEPTH TEMP. REQUIRED 20 LBS. 120 B SEVERE 317 MODERATE SLIGHT TO 11 YES - TO HEAVY MODERATE ROOF SHEATHING REOUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4' EDGE ZONE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FiELDS) 4' PERIMETER EDGE ZONE Id COMMON @ 6" O.C1 Id COMMON @ 6" O.C. SEE NOTES- 1,3 F7INTERIOR ZONE Ed COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 (BOTH FIELDS) NOTE. 2 FOR PANEL FIELD GABLE EN RAKE AND RAKE TRUSS I Ed COMMON Q 4" O.CI Ed COMMON @ 4" O.C. I SEE NOTES: 13 f 1V01 CS THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with 6>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. xvIALi cuEA-rul>\I� nG1111�CRJIEt.ITf rLiP SXiAin I �Anc. 1N/1 L J1 1 A I I NG 1\L l/1 \LI 1 N C 1 \ IItlL/ 1 /-In C. SHEATHING LOCATION NAIL SPACING A•T nhmcv £DG£S NAIL SPACING AT INTERMEDIATE SI1lnnOnTc 1ki r V nALIEL cl£LD NOTES 4' EDGE ZONE 8d COMMON @ 6" O.0 lid COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FiELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Ed COMMON @ 6" O.0 Sd COMMON In 12" O.C. SEE NOTE: 3 NOTES Turco NOTES ARE ONLY TO BE REFERRED TO IF .MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 'fl Tabulate i2 h .i sheathing attached to Stud fram' bcrs t 2). inc.. .c, nal, spa'. assumes , i at... e ng mem ., with. G>0.49_ For framing members with 0-42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTIniG CONDITIONS. MINIMUM 30 -0 -0 -If rAPAr1TV 1). PROVIDE 5/I:" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WI I H Z -MAX *1 RIPPLE PRO 1 ECL IVE COAI ING FOR CUNT ACI Wh H ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.E - FiREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective tire barrier between stories• and between a top story and the root space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and levels. Concealed horizontal furred spaces shall also be frreblocked at intervals not exceedit feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls cons using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed sp; Under Stairs Shall coriiply wiiii Section R314.8, N.Y..' . Residential COu'e. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free pass flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section M001,16. N.Y.S. Residential Code. MINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN I 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 I GENERAL GONTRAGTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL I GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS hMNUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL VAtJRK DIR4ENSIONS AND CON DIT10N5 AT JOf SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQVIR"AENT AND t•MTERIALS, AND REMEDY ALL DISCREMNCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK RGUGH ELECTRIC, PLUMBING, AND HVAC PRIvR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FNAL PAYMENT FROM OWNERS. REVISIONS 1 I , I I I I I 110 flop h '1"'* a I lL ' J i h' ti I i o I N IJ m L-1 ..s cs ~_ V O o`c 11,12 0 s H I 7 O H I >.4 w U I U n_ I I I I I W J 1--� W } Q Z -e_ 1 O i-- Z) rn r (� O 1:Y DRAWN: NM / MS SCAT E 1/4"=1'-0" JOB ff: November 13, 2.3 3 SHEET NUMBER: IL A__ g 1 I 1V 11 111 • v. v, .... _-- PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ' OCCUPANCY OR USE IS UNLAWFUL. WITHOUT CERTIFICATE 175.84' OF OCCUPANCY . 00 NOT PROCEED WITH FRA' 111 1,a UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED .2/10 OF 19' LEAD. WOOD FE `"y E 19.2' GENERAC GAURDIAN SERIES (V, 0 0 GEN M, 17 KW GENERATOR TO CONNECT fz TO HOUSE AND WORK SHOP 0 .3' WITH TRANSFER SWITCHES -P 0 PROPOSEDVII-H "LL CODES OF WORKSHOP CGIv.I 7 L NEW YOB ;K S'ji I E & TOWN CODES 0' 1a ° AS REQUIRED AND CONDITIONS OF �( 2 9 S0!JTHCLD TO'1"JN HA LU Z ' :.S o D. W. --- _ O N 8'dia., 2'deep DRYWELL Un O CONSTRUCTION DUMPSTER TO REMAIN ON SITE FOR Q DURATION OF CONSTRUCTION W EL 0.0' S 4901'16" W SITE PLAN SCALE: 1" = 10'-0' STORM WATER DRYWELL REQUIREMENTS: LOCATION: ROOF AREA: 2" RAIN PER HOUR: SIZE DRYWELL: WORKSHOP: 303 SQ. FT. 51 CU. FT. (1) 8'dia., 2'deep (84.5 cu. ft.) HOUSE: 1612 SQ. FT. 270 CU. FT. (2) 8'dia., 4'deep (169 cu. ft.) DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PROPOSED NEW FIRST FLOOR AND SECOND FLOOR 0 L N OZ L �w LL `PPi O Y EP ,IS l '0TEtD. - - SQ. FT. AREA: LOT COVERAGE: DATE B -P FILL: PROPERTY: I 0.2 ACRES olo NOTIFY BUILDING DEPART 'I; AT -- 3.0' - - 765-1802 8 AM TO 4,7M FOR rIHE � ;------- AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT FOLLOWING INSPECTIONS: ; INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 1. FOUNDATION - TWO REQI_!: 'ED POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. EXISTING HOUSE: FOR POURED CONCRETE PROPOSED 14.3% PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR 2. ROUGH - F-RP,':'!NIG F PLW,.IoXTIO,. 6N EXISTING DECKS: [314.0 SQ. FT.] 3. INSULATION GRAbE 1'., 2 CU. YD. ° C` 4. FINAL - CONSTRUCTION 1 1 [49.6 SQ. FT.] [REMOVE] BE COMPLETE FOR C.O. 2 CU. YD. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. ALL CONSTRUC70N & 1;',-1- V, i% -T TI r B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR REQUIREMENTS OF TH` CC�CE:; (� F PROPOSED ADDITIONS: 68.9 SQ. FT. YORK STATE. NOT FEST ONS!3LE,, FOR BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). EXISTING FIRST FLOOR FOOTPRINT DESIGN OR CONSTRUC110N ERRLxRS, __ U DECK EXISTING DECK I TO BE REMOVED ------ % PORT-A-LAV TO REMAIN 1W.1 D . W . - - - O ON SITE FOR DURATION OF CONSTRUCTION w U - cc) 8'dia., 4'deep O DRYWELL O EDGE OF PAVEMENT 1 9.3' i 1 1 � 1 1 1 �- . ' EXISTING DECK TO BE REMOVED TRACK A V I N U E (PUBLIC WATER... IN STREET) SITE DATA: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 8,751 SQ. FT. 0.2 ACRES LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS ESTIMATED AREA OF GROUND DISTURBANCE: 3000 SQ. FT. AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. EXISTING HOUSE: 1255.4 SQ. FT. 14.3% PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR EXISTING DECKS: [314.0 SQ. FT.] [REMOVE] 2 CU. YD. 3 CU. YD. EXISTING SHED: [49.6 SQ. FT.] [REMOVE] 1 CU. YD. 2 CU. YD. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. PROPOSED ADDITIONS: 68.9 SQ. FT. 0.8 BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). PROPOSED DECK/ PORCH: 95.0 SQ. FT. 1.1 % 2 CU. YD. 1 CU. YD. PROPOSED WORKSHOP: 216 SQ. FT. 2.5% 70 CU. YD. 45 CU. YD. PROPOSED PORCH 80.0 SQ. FT. 0.9% 2 CU. YD. 1 CU. YD. PROPOSED DRYWELLS: [120 SQ. FT.] 15 CU. YD. 6 CU. YD. TOTAL: 1715.3 SQ. FT. 19.6% 147 CU. YD. 93 CU. YD. N 4901'20" E n EL. 17.1' O 36.1' O o I D■ W. 8'dia., 4'deep I DRYWELL 1 1 35.3' 174.21' z LU 2 LUQ a 0 EXIST. W.M. w w LU n SCTM # 1000-13 7-01-10 MEETS AND BOUNDS BY: 7. Y PECONIC SURVEYORS, P.C. JUNE 6, 2012.I ` .lK J�' SEOUENCE OF PRODFCT-1. w F - Q 9A old LU I- Q T J m 1 SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES, SILT FENCING AS REQUIRED. RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP -LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDED) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. FAINTER 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 ALLGENERAL CONTRA T G UM COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT IN5PECTIONS 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. I ROUGH ELECTRIC, PLUMBIN1N G, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECC ofURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 0 NINE miff— Mimi MINIM MINIM MINIM MINIM MINIM PROPOSED SOUTH ELEVATION scnLe iia° = i' EXISTING SOUTH ELEVATION 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 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 ROOFING: GAF TIMBERLINE ASPHALT ROOFING SIDING: HARDIE SHAKE FASCIA BD.: IX8 VERSATEX RAKE BD.: IX8 VERSATEX EXTERIOR TRIM: 5/04 VERSATEX CORNER BOARDS: 5/4X4 VERSATEX FRIEZE BD.: 5/4XI2 VERSATEX GABLE BRACKETS FYPON BKT7XIO DECO. GABLE SIDING: IX6 T&G V1 VERSATEX GABLE LOUVER FYPON RLV22 w/ TRIM PORCH HEADER: WRAP w/ IX VERSATEX PORCH COLUMN: IOXIO FG COLUMN PORCH CEILING IX6 T&G VG e&cb VERSATEX, TRIMMED GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNER5 FOR APPROVAL OF ALLI GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 . oOO O' 0 0 N eti .� cm, 6z U co Q U M U O .r 0 �Q Wz 0 H �a Z �w F-- �D z �o O w N Q Q � w Qz �w w� Q0 � �O �i U) U Ct o M C) M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: A-1 om_MINION minim • 50"Elm minim M lmimlml i r PROPOSED EAST ELEVATION SCALE: 1/9" = 1' EXISTING EAST ELEVATION SCALE: 1/9" = 1' ROOFING: GAF TIMBERLINE ASPHALT ROOFING SIDING: HARDIE SHAKE FASCIA DD.: 1X8 VERSATEX RAKE ED.: 1X8 VERSATEX EXTERIOR TRIM: 5/4X4 VERSATEX CORNER BOARDS: 5/04 VERSATEX FRIEZE ED.: 5/012 VERSATEX GAVLE BRACKETS FYPON DKT7X10 DECO. GABLE SIDING: 1X6 T&G V1 VERSATEX GABLE LOUVER FYPON RLV22 w/ TRIM PORCH HEADER: WRAP w/ IX VERSATEX PORCH COLUMN: 10X10 FG COLUMN PORCH CEILING 1X6 T&G VG e&cb VERSATEX, TRIMMED PAINTER TO PRIME AND MINT 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 AILGENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SPALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHE:ETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 0 N M M z c, w c,2Ln U +� v .o M v 0 z 1-1 E...I Q W CO Z �a O �W w H Q Q � w O Qz Z) w Q 0 �O J ~ �i � U Ct o c) CF) DRAWN: MH / MS SCALE: 1/4"=l'-0" JOB #: March 10, 2014 SHEET NUMBER: A-2 N IN lulmim MINIM5: MEN � I PROPOSED NORTH ELEVATION SCALE: 1/9" = 1' EXISTING NORTH ELEVATION scnLe iia^ = i' ROOFING: GAF TIMBERLINE ASPHALT ROOFING SIDING: HARDIE SHAKE FASCIA RD.: 1X8 VERSATEX RAKE ID.: 1X8 VERSATEX EXTERIOR TRIM: 5/04 VERSATEX CORNER BOARDS: 5/4X4 VERSATEX FRIEZE 6D.: 5/4X12 VERSATEX GABLE BRACKETS FYPON RKT7X10 DECO. GABLE SIDING: 1X6 T&G VJ VERSATEX GABLE LOUVER FYPON RLV22 w/ TRIM PORCH HEADER: WRAP w/ 1X VERSATEX PORCH COLUMN: 10X10 FG COLUMN PORCH CEILING 1X6 T&G VG e&cb VERSATEX, TRIMMED PAINTER TO PRIME AND PAINT ALLEDGES 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 I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SOHOALL REINSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB SRE, 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 G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ate. .DO 0 0 N i � U w Q ~ v 0 s a z 0 �Q Wz o0 °W Z °� w Z ~ o O zw N Q Q w D w� Qz D w >1 Q (D �O O J � �i ) U Ct o c0 rn 00 DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: A-3 Mimi-, MEN ■minim- - Sol PROPOSED WEST ELEVATION SCALE: 1/4" = 1' EXISTING WEST ELEVATION ROOFING: GAF TIMBERLINE ASPHALT ROOFING SIDING: HARDIE SHAKE FASCIA PD.: IX8 VERSATEX RAKE PD.: IX8 VERSATEX EXTERIOR TRIM: 5/4X4 VERSATEX CORNER BOARDS: 5/4X4 VERSATEX FRIEZE BD.: 5/4X12 VERSATEX GABLE BRACKETS FYPON lKT7XI0 DECO. GABLE SIDING: IX6 T&G VJ VERSATEX GABLE LOUVER FYPON RLV22 w/ TRIM PORCH HEADER: WRAP w/ IX VERSATEX PORCH COLUMN: IOXIO FG COLUMN PORCH CEILING IX6 T&G VG e&cb VERSATEX, TRIMMED i 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 , 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. GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 (D w O >z Qz LLT QD (D � �O O J P� U) U Rj o M M DRAWN: MH/MS SCALE: 1/4"=I' -O" JOB #: March 10, 2014 SHEET NUMBER: A-4 •----------------------------------,------,---- 1 10",dli. CONC. PIF'R 1 w/ #5 VERT. RElA14:- 24'X24"X12" FTG. ,C+I 3' 3ELOW GRADE 1" IC' , P 1 2X6 D1 ��, @16"OC ,N 1 , M_ , 1 1 1 I 1 4 I 1 NEW BILCO ENTRY . A „A I O 5 F EBA R Ca 12"()C A P. +V D N W SE PROJECT NORTH FOUNDATION PLANE SCALE: 1/4" = 1' lY . ti WALL LEGEND 1). 2' THICK POURED CONCRETE FOUNDATION, 3000 psi. ADJUST HEIGHT SO 4). PROVIDE 2 - 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES THAT TOP OF FINISHED FLOOR MATCHES EXISTING. EXTERIOR OF ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE FIBERGLASS SILL GASKET. ' ';r „' • r.� t EXISTING WALL t' f* I l WITH A BITUMINOUS COATING. �f y•: " � . • [NEW WALL] • 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT T-0" O.C. AND W/I 1'-0" OF CORNERS, �' n•�~,:: �r �.� _ _ _ _ - - _ - _ - - 2). NEW CONCRETE WALLS TO HAVE 16"XB" CONCRETE (2X4) KEYWAY FOOTING. INTERSECTIONS AND SPLICED JOINTS. ANCHOR (BOLTS ARE TO HAVE A _ FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE -BAR. ALL FOOTINGS TO REST ON MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO [WALL TO DE REMOVED] UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ` v: `M,x,�""" •` 3). FOUNDATION SLAB TO BE 2" THICK. 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE -0" O.C. AND MIDSPAN. BLOCKING AT 8' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALLBE RESPONSIBLE FOR ALLBUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 • 0 O r~ N ►� M M F►y k U N C1 v o0 U V1 O E—+ Fw-+ O Q r� Q V1 O O Q� W D W �- ,C) QZ 1►-'Ty'-'1� W LLj 0 QU �O O J U) (_5 O M 0) DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SI TEST NUMBER: A-5 EX. (3) 2X8 GIRDER; ; W W ;;;; p EXIMT i 4 - ,... 0 1111 R: ' 1 2X8 FJ w 11" II11 X 1 1 1 • I i@I6"OC t, V 1111 N IIII LJ EXISTING BASEMENT Z �o �M.. W 1 I I 1 IIII I 1 1 1 I ' I I NEWu1111 I 1111 I I 1111 I I �II i 1111 I 1 1 ' •CRAW 1 �. PACE EZo 1111 1111 IIII 1111 PATIO ON GRADE I 1 I 1 1111 1 I 1 I i #5 REBAR @12"OC II11 nn ' & AT FTG. (TYP.) ll u I 4 - - - - - EX. T CONC. BLOCK WALL ('TYP.) in ' • ' + vLj • - - - - - - - - - - 1 I 1 1 1 U , C •v . • I Q I, •� 1 1 1 I 1 I 1 1 1 I 1 1 p Z ; LEDGER BOARD TO BE FASTENDED I I 1 I 110"dia. CONC. PIER :0 ' TO BUILDING WITH TIMBERLOMD X5 VERT. RENAR w SELF -COUNTERSINKING SCREWS I 1 EX. BILCO 1 ,24"X24"X12"FTG. 1 13' BELOW GRADE , , BY OLYMPIC MANUFACTURING TO BE REMOVED : - - - -' : 1 I ' - - - - - 1 1 (2 SCREWS @ 32" O.C.) 1 ----------- 1 I 1 1— ' _ 1 ~ 1 I 2X8 ACQ GIRDER (3) 1 1 --------------- 1 I 1 1 NEW BILCO ENTRY . A „A I O 5 F EBA R Ca 12"()C A P. +V D N W SE PROJECT NORTH FOUNDATION PLANE SCALE: 1/4" = 1' lY . ti WALL LEGEND 1). 2' THICK POURED CONCRETE FOUNDATION, 3000 psi. ADJUST HEIGHT SO 4). PROVIDE 2 - 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES THAT TOP OF FINISHED FLOOR MATCHES EXISTING. EXTERIOR OF ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE FIBERGLASS SILL GASKET. ' ';r „' • r.� t EXISTING WALL t' f* I l WITH A BITUMINOUS COATING. �f y•: " � . • [NEW WALL] • 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT T-0" O.C. AND W/I 1'-0" OF CORNERS, �' n•�~,:: �r �.� _ _ _ _ - - _ - _ - - 2). NEW CONCRETE WALLS TO HAVE 16"XB" CONCRETE (2X4) KEYWAY FOOTING. INTERSECTIONS AND SPLICED JOINTS. ANCHOR (BOLTS ARE TO HAVE A _ FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE -BAR. ALL FOOTINGS TO REST ON MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO [WALL TO DE REMOVED] UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ` v: `M,x,�""" •` 3). FOUNDATION SLAB TO BE 2" THICK. 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE -0" O.C. AND MIDSPAN. BLOCKING AT 8' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALLBE RESPONSIBLE FOR ALLBUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 0 • 0 O r~ N ►� M M F►y k U N C1 v o0 U V1 O E—+ Fw-+ O Q r� Q V1 O O Q� W D W �- ,C) QZ 1►-'Ty'-'1� W LLj 0 QU �O O J U) (_5 O M 0) DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SI TEST NUMBER: A-5 i� ^ J I J 1 ^ J� Y) ( 1). DEMOLISH EXISTING HOUSE TO SUDFLOORING. PATCH AND REPAIR DAMAGED OR DEFECTIVE MATERIALS. 2). NEW PLATE HEIGHT AT 9'-0" UNLESS OTHERWISE NOTED. 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16" O.C. 4). EXTERIOR SHEATHING TO BE 5/8" THICK FIR CDX PLYWOOD. 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-0" O.C. AND MIDSPAN. 6). PROVIDE 3 - 2X10 DFN2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 7). INTERIOR BEARING AND STAIR WALLS TO BE BLOCKED MIDSPAN. 8). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9). ALL MULLS, VERTICAL OR HORIZONTAL, ARE TO BE PROVIDED WITH 2 - 2X DFN2 STUD POSTS UNLESS OTHERWISE NOTED. 10). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 11). INSULATE CEILINGS WITH R30 INSULATION. 12). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK. BATHS TO HAVE MOISTURE RESISTANT SHEETROCK. 13). INSTALL SN40KE AND CO DETECTORS PER CODE. 1 3'-0" 5)-51/2,10 TW3046 REAM 1 (2 -2X10 DFN2 1 1 SOLID -CORE I - w w/ DOOR SV p THEVry I ' M I 1 4 44'— 1 1/2" :C 11'-8" „1 7'-6„ TW2432 I CH I 2 - AW31 (3in ' 3)-9=1/2 ML -HEADER ' KINC. llllll I.�� . I M /I U I I I 1 1 I v IOrO N � ---------- NLr UL LL'5' 6/ 5I �/2"2 N -MUDBAT No. o '74, r4 I- U - ROOM 2 BATH - - " - - - - -- a'-0"(2)2X10DFN2� M BEDROOM No. 1 0 _ _ _ _ _ (IN ALL FOR FUTURE DOO) I X 4'�"— — N (� )F19 �3FN2 - m -2 u)-Df#2 N r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16-11" _ m GAS PREFAIII. 1 0 ' FIREPLACE (VIF) 1 , FLUSH HEARTH --- --- - - - - -- �. -- ----- ' ' ---- - rTXR1 ZnThRiB2E '-----------'-----` r --- HUTCH I� -- R ---- ------- O O O ' -- - - - -- ---; ---- - - - - -- 1------ - - - -- --- ' u �+---------- ..1------ - - - ------ - r= -COFFERED CEILING- 1 I ----------------------------10 I I I I II ,0 �P� ------- ---1-� _ tL IF! 7, YvC .ARz�,---------ug - N { — — 1 Sao cc I 'Lu � I� '2 21 1 f---- vZul �= DW elfLIVING R OMI �� '" ' - r ;i � 00 u.. �. � I I (o 001 po I� f: - 1 r� — ^ I i u------- --------- - ---'� _.�_. COF_E ED CEILING ------- �'X�..-. '- x - - - --- ----- - -- ----- ---NN--- - I x O 0 I 1 KITCHEN � I r�----------------- - - - - -- 1� r ---ter -- �, - - - ---- - - - - -- -1 - -- - - -Dl G R Q�vl_ _�11 �r I " �n M Imo! JJ ; I I )11-7/6 PANTRY ' I •-----------43)-9-IR-ML- E,�DER------- 1---__1-----I -FL ORJOIST VE--- I I •---- ---- 77=7 •----- �ML UPSET (3) 2X10 HEADERA 2 - TW3046 6'4" =6_= E :I I -' � TW2636 3'X3'X6" CEDAR ; BRKT (fYP.) ' I , I , I , 10'-61/2" :22'-7" RADIANT HEAT �_.._. THROUGHOUT 12'-3" 1bv " DECK I I , 1 , 1 , 1 , I , I , 7'-0" 10'-81/2" 5'-71/2" 4'-71/2" 4'-71/2" 7'-61/2" 7'-0" 23' — 4" 9' 3" 14'-61/2" 47'— 1 1/2" AJ B jSN W E PROJECT NORTH 1ST. FLOOR PLAN- SCALE: 1/9" = 1' C EXISTING: 1237 SQ. FT. I�.-. 1305 SQ. FT. PROPOSED SOUTH DECK: - ` 26 SQ. FT. 00 R 000 0 �1 ,� N CM -Ny 1 z v z w p] 00 U z b o \, Le a U H U O a 00 1 C E-+ z BLUESTONE F O 1� .12'-TX28'-0" / co Cn I Q� W 1 W } 1 LLf I W D T � I ' � J V ' �i C/) U C) r ' ch O Cy') DRAWN: MH/MS J ^ 1/4"=1'-0" JOB 4: March 10, 2014 SHEET NUMBER: A-6 D v , v -' I 1 f 00 ,PATIO , � N I J / ✓ � J I i� ^ J I J 1 ^ J� Y) ( 1). DEMOLISH EXISTING HOUSE TO SUDFLOORING. PATCH AND REPAIR DAMAGED OR DEFECTIVE MATERIALS. 2). NEW PLATE HEIGHT AT 9'-0" UNLESS OTHERWISE NOTED. 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16" O.C. 4). EXTERIOR SHEATHING TO BE 5/8" THICK FIR CDX PLYWOOD. 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-0" O.C. AND MIDSPAN. 6). PROVIDE 3 - 2X10 DFN2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 7). INTERIOR BEARING AND STAIR WALLS TO BE BLOCKED MIDSPAN. 8). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9). ALL MULLS, VERTICAL OR HORIZONTAL, ARE TO BE PROVIDED WITH 2 - 2X DFN2 STUD POSTS UNLESS OTHERWISE NOTED. 10). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 11). INSULATE CEILINGS WITH R30 INSULATION. 12). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK. BATHS TO HAVE MOISTURE RESISTANT SHEETROCK. 13). INSTALL SN40KE AND CO DETECTORS PER CODE. 1 3'-0" 5)-51/2,10 TW3046 REAM 1 (2 -2X10 DFN2 1 1 SOLID -CORE I - w w/ DOOR SV p THEVry I ' M I 1 4 44'— 1 1/2" :C 11'-8" „1 7'-6„ TW2432 I CH I 2 - AW31 (3in ' 3)-9=1/2 ML -HEADER ' KINC. llllll I.�� . I M /I U I I I 1 1 I v IOrO N � ---------- NLr UL LL'5' 6/ 5I �/2"2 N -MUDBAT No. o '74, r4 I- U - ROOM 2 BATH - - " - - - - -- a'-0"(2)2X10DFN2� M BEDROOM No. 1 0 _ _ _ _ _ (IN ALL FOR FUTURE DOO) I X 4'�"— — N (� )F19 �3FN2 - m -2 u)-Df#2 N r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16-11" _ m GAS PREFAIII. 1 0 ' FIREPLACE (VIF) 1 , FLUSH HEARTH --- --- - - - - -- �. -- ----- ' ' ---- - rTXR1 ZnThRiB2E '-----------'-----` r --- HUTCH I� -- R ---- ------- O O O ' -- - - - -- ---; ---- - - - - -- 1------ - - - -- --- ' u �+---------- ..1------ - - - ------ - r= -COFFERED CEILING- 1 I ----------------------------10 I I I I II ,0 �P� ------- ---1-� _ tL IF! 7, YvC .ARz�,---------ug - N { — — 1 Sao cc I 'Lu � I� '2 21 1 f---- vZul �= DW elfLIVING R OMI �� '" ' - r ;i � 00 u.. �. � I I (o 001 po I� f: - 1 r� — ^ I i u------- --------- - ---'� _.�_. COF_E ED CEILING ------- �'X�..-. '- x - - - --- ----- - -- ----- ---NN--- - I x O 0 I 1 KITCHEN � I r�----------------- - - - - -- 1� r ---ter -- �, - - - ---- - - - - -- -1 - -- - - -Dl G R Q�vl_ _�11 �r I " �n M Imo! JJ ; I I )11-7/6 PANTRY ' I •-----------43)-9-IR-ML- E,�DER------- 1---__1-----I -FL ORJOIST VE--- I I •---- ---- 77=7 •----- �ML UPSET (3) 2X10 HEADERA 2 - TW3046 6'4" =6_= E :I I -' � TW2636 3'X3'X6" CEDAR ; BRKT (fYP.) ' I , I , I , 10'-61/2" :22'-7" RADIANT HEAT �_.._. THROUGHOUT 12'-3" 1bv " DECK I I , 1 , 1 , 1 , I , I , 7'-0" 10'-81/2" 5'-71/2" 4'-71/2" 4'-71/2" 7'-61/2" 7'-0" 23' — 4" 9' 3" 14'-61/2" 47'— 1 1/2" AJ B jSN W E PROJECT NORTH 1ST. FLOOR PLAN- SCALE: 1/9" = 1' C EXISTING: 1237 SQ. FT. PROPOSED LIVING SPACE: 1305 SQ. FT. PROPOSED SOUTH DECK: 72 SQ. FT. PROPOSED WEST PORCH: 26 SQ. FT. 00 R 000 0 �1 ,� N CM -Ny z v z w p] 00 U z b o \, Le a U H U O a C E-+ z BLUESTONE O 1� .12'-TX28'-0" / r� Cn Q� W r—' W } QZ LLf W D (0 � �O V _J �i C/) U C) r J ch O Cy') DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB 4: March 10, 2014 SHEET NUMBER: A-6 i� ^ J I J 1 ^ J� Y) ( 1). DEMOLISH EXISTING HOUSE TO SUDFLOORING. PATCH AND REPAIR DAMAGED OR DEFECTIVE MATERIALS. 2). NEW PLATE HEIGHT AT 9'-0" UNLESS OTHERWISE NOTED. 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16" O.C. 4). EXTERIOR SHEATHING TO BE 5/8" THICK FIR CDX PLYWOOD. 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-0" O.C. AND MIDSPAN. 6). PROVIDE 3 - 2X10 DFN2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 7). INTERIOR BEARING AND STAIR WALLS TO BE BLOCKED MIDSPAN. 8). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 9). ALL MULLS, VERTICAL OR HORIZONTAL, ARE TO BE PROVIDED WITH 2 - 2X DFN2 STUD POSTS UNLESS OTHERWISE NOTED. 10). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 11). INSULATE CEILINGS WITH R30 INSULATION. 12). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK. BATHS TO HAVE MOISTURE RESISTANT SHEETROCK. 13). INSTALL SN40KE AND CO DETECTORS PER CODE. 1 3'-0" 5)-51/2,10 TW3046 REAM 1 (2 -2X10 DFN2 1 1 SOLID -CORE I - w w/ DOOR SV p THEVry I ' M I 1 4 44'— 1 1/2" :C 11'-8" „1 7'-6„ TW2432 I CH I 2 - AW31 (3in ' 3)-9=1/2 ML -HEADER ' KINC. llllll I.�� . I M /I U I I I 1 1 I v IOrO N � ---------- NLr UL LL'5' 6/ 5I �/2"2 N -MUDBAT No. o '74, r4 I- U - ROOM 2 BATH - - " - - - - -- a'-0"(2)2X10DFN2� M BEDROOM No. 1 0 _ _ _ _ _ (IN ALL FOR FUTURE DOO) I X 4'�"— — N (� )F19 �3FN2 - m -2 u)-Df#2 N r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16-11" _ m GAS PREFAIII. 1 0 ' FIREPLACE (VIF) 1 , FLUSH HEARTH --- --- - - - - -- �. -- ----- ' ' ---- - rTXR1 ZnThRiB2E '-----------'-----` r --- HUTCH I� -- R ---- ------- O O O ' -- - - - -- ---; ---- - - - - -- 1------ - - - -- --- ' u �+---------- ..1------ - - - ------ - r= -COFFERED CEILING- 1 I ----------------------------10 I I I I II ,0 �P� ------- ---1-� _ tL IF! 7, YvC .ARz�,---------ug - N { — — 1 Sao cc I 'Lu � I� '2 21 1 f---- vZul �= DW elfLIVING R OMI �� '" ' - r ;i � 00 u.. �. � I I (o 001 po I� f: - 1 r� — ^ I i u------- --------- - ---'� _.�_. COF_E ED CEILING ------- �'X�..-. '- x - - - --- ----- - -- ----- ---NN--- - I x O 0 I 1 KITCHEN � I r�----------------- - - - - -- 1� r ---ter -- �, - - - ---- - - - - -- -1 - -- - - -Dl G R Q�vl_ _�11 �r I " �n M Imo! JJ ; I I )11-7/6 PANTRY ' I •-----------43)-9-IR-ML- E,�DER------- 1---__1-----I -FL ORJOIST VE--- I I •---- ---- 77=7 •----- �ML UPSET (3) 2X10 HEADERA 2 - TW3046 6'4" =6_= E :I I -' � TW2636 3'X3'X6" CEDAR ; BRKT (fYP.) ' I , I , I , 10'-61/2" :22'-7" RADIANT HEAT �_.._. THROUGHOUT 12'-3" 1bv " DECK I I , 1 , 1 , 1 , I , I , 7'-0" 10'-81/2" 5'-71/2" 4'-71/2" 4'-71/2" 7'-61/2" 7'-0" 23' — 4" 9' 3" 14'-61/2" 47'— 1 1/2" AJ B jSN W E PROJECT NORTH 1ST. FLOOR PLAN- SCALE: 1/9" = 1' C EXISTING: 1237 SQ. FT. PROPOSED LIVING SPACE: 1305 SQ. FT. PROPOSED SOUTH DECK: 72 SQ. FT. PROPOSED WEST PORCH: 26 SQ. FT. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR O SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORECHITEC COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSI BLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOS Sn'E, 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 00 R 000 0 �1 ,� N CM -Ny z v z w p] 00 U z b o \, Le a U H U O a C E-+ z l O 1� O � r� Cn Q� W r—' W } QZ LLf W D QO � �O O _J �i C/) U c O ch O Cy') DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB 4: March 10, 2014 SHEET NUMBER: A-6 O I 00 N O I d - O I 4 W "M t W N [EG[ESS] [EGRESS] [E E 5'-0" 5'-0" 8'-0" 8'-0" SS] 5'-0" 5'-0" 10'-0" 3'-81/ " 16'-0" 3'-81/4" 10 -0" '-0" 47'-41/2" RADIANT HEAT A)� < $ C THROUGHOUT DS WPROJECT NORTH 2ND. FLOOR PLAN SCALE: 1/4" = 1' 1). CEILING HEIGHT AT 8'-0". 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 16" O.C. 3). EXTERIOR SHEATHING TO BE 5/8" THICK FIR CDX PLYWOOD. 7). INTERIOR BEARING WALLS TO BE BLOCKED MIDSPAN. 8). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 9). INSULATE CEILINGS WITH R30 INSULATION. ALL CATHEDRAL 4). PROVIDE 3 - 2X8 DFN2 HEADERS OVER ALL OPENINGS UNLESS SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS SHEATHING AND INSULATION. ALSO PROVIDE 1-1/2" THICK FOAM ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ON MICROLAM HEADERS. CATHEDRAL ROOF PARTS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE 10). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK. APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING BATHROOM TO HAVE MOISTURE RESISTANT SHEETROCK. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DFN2 STUD POSTS UNLESS OTHERWISE NOTED. 11). INSTALL SMOKE AND CO DETECTORS PER CODE. O I d - O T 00 N PAINTER TO PRIME AND FAINT 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 I GENERAL CONTRACTOR TO COORDINATE MEETING WITH WN F EO OWNERS D APPROVAL OF ALL GENERAL CONTRACTOR 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 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS O� 0� O 0 N L M rr ti v o z Ln � �; q Y b .� O o `" U O s CL. 0 r-� I, �l � a Q O Z O � w F� N F--�I r--1 Q � w >} QZ WLd Q � > O J F- U) -- U U Ct O M 0) C'7 DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB M: March 10, 2014 SHEET NUMBER: A-7 BLOCKING FLOOR JOIST CORAVENT. S-400 VENT as 14'-6" rad. \ \ 2X4 @16"OC 1X6 AZEK FRIEZE BD. 31-011 SOFFIT HEIGHT TO MATCH BACK (16"OH) SOFFIT DETAIL 0.75011 = 1' ROOF AREA: 1612 SQ. FT. AT 100% WATER RUNOFF: 270 CU. FT. PROVIDE (2) B' DIA. X 4' DEEP DRYWELLS (ALT. I'dia., Vdeep) DRYWELLS CAPACITY: 33/ CU. FT. aW, DRY WELLS TO BE 10' MIN, AWAY FROM HOUSE • 1 X8 AZEK FASCIA SUB FASCIA 1X6 AZEK E&CB SOFFIT d w In wo BUILD UP EXISTING CH AS REQUIRED TO CODI I1 16" OH "P). , F , -------------- --------------------------------------------------------------------------------- ----- ---- - _I�----------------- ------------------------------------- --- i I' I I 1 1 i it CRr KET I I I I I I Ii i, I it I I' ' , I 1 XX - ----'-'--- -----' i CS Iv ' ' f I`- ----- --- tVfl IN I` , i �' 12 i , iJ.0 LL 1 1 LL ' S 1/4� ° I CHIMNEY CHASE FORoILL o STOVE PIPE TO BE BOXED N AND CAPPED TO APPEAR ' ' ; 1 1 e11 1� N' �I AS (RICK CHIMNEY (2)-2X10 - - ----------------- =� I _ 1 + CRICKET ;`--------------------------------------------------------- __ _ _ _ _ _ _ I I -------------------------------- 1 I - -- I -----------------,-`------- -----------------------__;;I 1 1-3/4X14 ML RIDGE 1 ' I 1 c I i I 1 1 ------------------------ ________ _ _ _ _ _ _ _ _ ----------- I i -- -- -----------r�'` --------------------- 4 -- ---- - 12 i, LL C, Qi Q ' i W i O I V ° 12 I l ° 0I 12 IC) �, r7 1/4 '�N_ ___, �,Cie 5 1/4� 15< so I i X11 '11 � i � I I 11j i 1 12[7 5-< � I i 2X10 DF#'2 RR (M,,16"OC �1� - - - - - - - - - - - ---' -'v- - - --- - - - - - - - - �_ _ - - - _, - - - " - - - - - - - - - - - - - - - ' - - _` ----------- _`_ - " - - - - ._ - - - - - - - - - - - -J- '" - - _. .._ .-..-.._ _ � ------------------------ A) - - - - - - - _-_ - _ '- ' _ _ _ ._ ._v_ _. �_....._'... .. � . s, ....,�..._..._.T. .. :. A ) B }C'L C DE W PROJECT NORTH 1). INSTALL 2X6 DF//2 COLLAR TIES AT 48" O.C.. 2). APPLY 5/8" THICK FIR CDX SHEATHING OVER ROOF FRAME. 3). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 4). USE 30NFELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. 5). ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). ROOF PLAN SCALE: 1/4" = 1' 6). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOOD!!! SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 -12 GAUGE WITH AT LEAST 3/E" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. m MINTER 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 OFA GENERAL CONTRACTOR HARESPONSIBLE MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL INSPECTED TO VERIFY ALL WORKIDIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALLAND 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. LL ER L CU OR b LL BE ECEI FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELEGtRIG, PLUMBING, AND HVAC PRIOR TO INSULATING AND bHEETROCKING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS Oo BOO O 0 H N � N a m m � C x U oz U b N U a. O 1--1 W a n� 1� a O V 1 O II -1 l w z LU O >z �j of uw 0 �o 1�+ c/) U (t O M M DRAWN: MH / MS SCALE: 1/411=1'-0" JOB #: March 10, 2014 SHEET NUMBER: A-8 NYS ENERGY COMPLIANCE NOTES REScheck Software Version 4.4.4 Compliance Certificate Project Title: E+ rgy Cant 2010 New Ywk Enr "Conservation WALLS: FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE. MUST RE C.rSM~Tyye: INSULATED TO THE SAME R -VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R -VALUE. 3). SEAL BETWEEN WINDOW/DOOK IAM$ AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. READ OF LOW -EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE 1ASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. CeIn51: Flat Ceetrrl or SMsvr Tit" 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. R MAY CAUSE BOWING OW OPENING FRAME ConSkuCtm Sok: AND VOID THE WARRANTY. FLAMING: PLUMBING AND ELECTLICAL, SEALING BAND JOISTS DURING CONSTRUCTION: Marl ^'.111417'1♦ McoYk_•t 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 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 PUCE. BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. RECESSED LIGHTS: SEAUNG BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG CONTACT (9C' RATED), AND MUST 1E AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 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. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS M. FLOOR DECK-- ECKASTM ASTMSTANDARD, 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. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: 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 OF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. M01STU RE-REStST.A.AIT GYPSUM ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER $LOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2' OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN P 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. CLOSET 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES 31 INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL HEATING. VENTILATION AND Alt -CONDITIONING n VAGI SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HUT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HUT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOK. FIGERGLASS COLUMNS 2). SEAL SOFFIT AND RAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. HVAC SYSTEM EFFICIENCIES: 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN 4). SEAL INTERSECTION RETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: HVAC CONTROLS: 1). IF LIVING SPACE ABOVE. SEAL ALL SUNFLOOR PENETRATIONS ABOVE GARAGE CONTROLS MUST BE IN ACCORDANCE WITH ECCCM'S503.3.2 AND 503.3.5. TEMPERATURE CEILING WITH ADHESIVE. 2) -SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO RE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE ROTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO GYPSUM BOARD PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 A14D 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFIT E STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN W/'D CLOSET VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL GRAVITY -DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. DUCTS AND PIPES: 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN TY FRAMING INTERIOR SOFFITS OR SO CHASES. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. THE R -VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: 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. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE !APPLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: SATE. 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 SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 121A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 1811 MAY RE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL IN CEILING AND FLOORS. R SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOK. AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, URGER 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 THE FAN ACTUALLY WORKS: USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF It -VALUES: AS POSSIBLE- KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATT). AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R -VALUE AS THE SURROUNDING AREA. VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2), PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. REScheck Software Version 4.4.4 Compliance Certificate Project Title: E+ rgy Cant 2010 New Ywk Enr "Conservation WALLS: LOCAW: Suffeft Cmmty, New York B C.rSM~Tyye: SinlleFamily ��;`au.,.w.a.... .k' !! ',Rt1YYiiL.L.r._..Y� Pr"'a Tyle: New Cgrtstruellon tN1 CorOTOxa Flex Ma' 0 R2 FWX I:AB-WDW J"LTnm,firer lktwl/RwIeJ So" Q&rj Arta PVCertage: 20% 0.0 !learn! Degree Drys: 5750 CeIn51: Flat Ceetrrl or SMsvr Tit" CIItrae Zme- A 330 Pet1n8 Daw LMNGROOM 37 ConSkuCtm Sok: Ow-eAgm* DesT•ei'Ca^t3dor 33 0 MaPaxt y HWW Marl ^'.111417'1♦ McoYk_•t 5 3930 S11MW Aleemie P.D !ox 533 1,315 Guuwg e' NY curt*". NY 1113`_ 64 631-7244115 GYPSUM BOARD 34 n tsa ftnt oo IBMrr_ net OD -0 rte 14%a~Trim co" Y. :-rtrr. UA 412 Yw: Uk AC2 7M 1111Nw t 1K,rr 111`1 CM" N,1� aN�fl M1w 11w"i wlwlYww Yw NwnN 4twwNlMNnh NMAI,H N YUEY tI.)9 rywk � bw„w" I w„rw uw s wt 1wr» 4""sr.,+.+w�.r t.,r Envelope Assemblies �Y�wwf4WlMitA'-,`ntS.ic�„r,�'Sr [• FLOOR: WALLS: CEILING: REMARKS: B ,'�'� "r"ii"iiar.lSiL'L.,�" ��;`au.,.w.a.... .k' !! ',Rt1YYiiL.L.r._..Y� '•�� MFLOOIL- tN1 PAINTED RISERS O' O� 0 FWX I:AB-WDW J"LTnm,firer lktwl/RwIeJ So" 1,375 21.0 0.0 57 CeIn51: Flat Ceetrrl or SMsvr Tit" m m ems- b C'Y k 1,043 330 0.0 LMNGROOM 37 Gene' 2' calm f>) Cephl COFFERED 252 33 0 0.0 GYPSUM FJOARD 5 WW 1: VMW Fra ,IVoo. STAIRS 1,315 137 0.0 64 W1146w 1: IN Fra WDSW* Pane *" 19W -E GYPSUM BOARD 34 aJw KITCHEN 0.230 10 SHGC. 0 dJ MUD ROOM TILE GYPSUM BOARD GYPSUM BOARD WAIN5COTTING WIWwr ?'MM Frw* Dwwte Pw'e wrn Lsu-E TILE 135 GYPSUM BOAR€) 0.310 AZ „7' iGC:O.W M01STU RE-REStST.A.AIT GYPSUM 42-H IGH WAINSCOTTING%'ITH CAPPING t7EDkOOM No. 1 3-li-'" 01 RED OAK GYPSUM BOARD GYPSUM BOARD O&K t Glass CLOSET N GYPSUM BOARD GYPSUM BOARD 0.3:0 31 SHC-C: 0.00 MOLSTURE-RESISTANT GYPSUM MOISTURE-RESLSTANT GYPSUM HALF %'ALL TILE, CEMENT BOARD wf TILE AT SHC74VER SOUTH DECK 5?4X4 MAHOCA.N-Y DW Z. So" FIGERGLASS COLUMNS 63 5/4X4 MAHOGANY Ld 0210 1 B Wa12: Wood Frxne, IF i r. ''Z)n V 1,217 130 0.0 2"'- FLOOR-- LOOrtLOFT 5E WW~3. Vft FrA wMoOMe PartwAT.Lfw-E 42 LOFT 3-f/2- Al RED OAK 0.2140 12 ^..HGC:0.00 CLOSET 3-1/2" 01 RED OAK GYPSUM BOARD GYPSUM BOAR.:J 5 SHELVES FOR LINEN HALL ViMm 4' VOW Frw* Dm&e Ps wcl: Low -E GYPSUM{ BOARD 705 PULL DOVY.Rv STAIR TO IE TRIMED W/'D CLOSET 0.310 64 SHGC 0.07 DRAEN ►A.'d UNDER WASHER BATH No.2 TILE M'DLSTURE-RESISTANT GYPSUM MOLSTUFL:-RESUTANT GYPSUM HALF WALL TILE, CEMENT ^e OARD 71LE AT 511MFER haled Toe: DaY f*na'rte: C:UhenithaR"xy St*w'Doctrre ltslF.ESchedVnahw*y n* PAW tate: 0'.,115713 Page 1 of 2 MAHONEY ROOM FINISH SCHEDULE 1 1110 I - , - I 11111�_N I ... ..... ... . ...... . ...... INTERIOR ELEVATION LIVING ROOM - KITCHEN IDB nig I•I W1 PRINCETON MOULDINGS \ HARBOR CLASSIC 4.5" CASING 1-1/8" PRIMED BACKIAND WAINSCOAT CAP 15/16"X2-1/4" PRINCETON MOULDS HARBOR CLASSIC 3.5" CASING i WINDSO�O C6 1X6 T4G CB WAINSCOTTING / FA 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 BUI ING DEPARTMENT S LD DEP ENT IN PECTIONS 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHE-ETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS FLOOR: WALLS: CEILING: REMARKS: B MFLOOIL- FINE TREAD PAINTED RISERS O' O� 0 O H N I"TII: m m ems- b C'Y k S U o 2 Ln U LMNGROOM 3-1/2- Al RED OAR: GYPSUM{ BOARD COFFERED HEARTH F_ & RICK WALL AT VA?:7D 31 I�.'~Ji'dG !TUYIz CLOSET 3-1P- nl RED OAK GYPSUM FJOARD GY;311UM BOARD v7l STAIRS Al RED OAK TREAD PAINTED RIS:RS GYPSUM BOARD DINING ROOM 3-11-" 01 RED OAK GYPSUM BOARD COFFE;x.ED aJw KITCHEN TI -E GYPSUM BOARD GY71,UM DOARD MUD ROOM TILE GYPSUM BOARD GYPSUM BOARD WAIN5COTTING CLOSET TILE GYPSUM BOARD GYPSUM BOAR€) HALF BATH TILE MOISTURE-REUISTA3N'T GYP'UM M01STU RE-REStST.A.AIT GYPSUM 42-H IGH WAINSCOTTING%'ITH CAPPING t7EDkOOM No. 1 3-li-'" 01 RED OAK GYPSUM BOARD GYPSUM BOARD rte-+ CLOSET 3-1/=- 01 RED OAK GYPSUM BOARD GYPSUM BOARD BATH Na I TILE MOLSTURE-RESISTANT GYPSUM MOISTURE-RESLSTANT GYPSUM HALF %'ALL TILE, CEMENT BOARD wf TILE AT SHC74VER SOUTH DECK 5?4X4 MAHOCA.N-Y 1x6 TGG VJ A.Z EY, FIGERGLASS COLUMNS )XIESr PORCH 5/4X4 MAHOGANY Ld WW ''Z)n V �O 2"'- FLOOR-- LOOrtLOFT O J F-- U) U LOFT 3-f/2- Al RED OAK GYPSUM BOARD GYPSUM BOARD OAK RAILING, PAINTED BALUSTERS AT STAIR CLOSET 3-1/2" 01 RED OAK GYPSUM BOARD GYPSUM BOAR.:J 5 SHELVES FOR LINEN HALL 3-1/2' Bl RED OAK GYPSUM{ BOARD GYPSUM BOARD PULL DOVY.Rv STAIR TO IE TRIMED W/'D CLOSET 3-1J2- A'1 RED OAF; GYPSUM BOARD GYPSUM BOARD DRAEN ►A.'d UNDER WASHER BATH No.2 TILE M'DLSTURE-RESISTANT GYPSUM MOLSTUFL:-RESUTANT GYPSUM HALF WALL TILE, CEMENT ^e OARD 71LE AT 511MFER YEDROOM No, 2 3-1/2" Ml RED OAK GYPSUM BOARD GYPSUM BOAR:v CLOSET 3-1/2- Ml RED OAK GYPSUM BOARD GYPSUM BOARD BEDROOM No. 3 3-1/2' Al RED OAK, GYPSUM BOARD GYPSUM ROAKD CLOSET 31/2- KI RED OAF. GYPSUM BOARD GYPSUM BOARD 1 1110 I - , - I 11111�_N I ... ..... ... . ...... . ...... INTERIOR ELEVATION LIVING ROOM - KITCHEN IDB nig I•I W1 PRINCETON MOULDINGS \ HARBOR CLASSIC 4.5" CASING 1-1/8" PRIMED BACKIAND WAINSCOAT CAP 15/16"X2-1/4" PRINCETON MOULDS HARBOR CLASSIC 3.5" CASING i WINDSO�O C6 1X6 T4G CB WAINSCOTTING / FA 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 BUI ING DEPARTMENT S LD DEP ENT IN PECTIONS 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHE-ETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS O' O� 0 O H N t� Nen C m m ems- b C'Y k S U o 2 Ln U to C.1 u U v7l I`--4 O Qt U W aJw Q1 Q Ou 7 /U� I --t r�O rte-+ Hn� W F-� (,1^) W V! W Qz Ld WW ''Z)n V �O O J F-- U) U ct q) m 0) M DRAWN: MII / MS SCALE: 1/4"=1'-0" JOB *: March 10, 2014 SHEET NUMBER: A-9 2X CONTINUOUS 2X6 CONTINUOUS NAILER 5/4" CONTINUOUS NAILER C'FII INC. II FURRING STRIP 5-1/4" SPRUNG CROWN 3/4" CONTINUOUS PLYWOO I r SUPPORT STRIPS 6" 5-1/4" SPRUNG CROWN 1X SIDE TRIM W/ 3/8" BEAD IX BOTTOM TRI 3.1/2" 1X SIDE TRIM W/ 3/B"DEAD & CHAMFER. lX B \— &CHAMFER. INSTALL WITH A 3/8" REVEAL INSTALL WITH A 3/8" REVEAL BELOW BOTTOM TRIM BELOW BOTTOM TRIM WAL COFFERED CEILING DETAIL LIVING - DINING ROOM SCALE: 1-1/2" = 1'-0" NOTE: 1). INSTALL BEADIOARD OVER CEILING (1/4" (MIN.) LUAN PLY) IN COFFERED CEILING FIELD. 2). TRIM WORK TO IE POPLAR AND PAINTED. 3). DO NOT SPLICE. 4). TRIM TO BE NAILED EVERY 16 INCHES WITH 16 -GAUGE FINISH NAILS. NAIL HOLES TO FILLED IN WITH SOFT, RUR -IN -TYPE PUTTY. 5). MITER CORNERS. GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. 1-3/4X14 ML ,� RIDGE �k4DP* R @1 61 3/4" CONTINUOUS PLYWOOD Q�h� TRIM SUPPORT STRIPS ti+10 O 00 i 0 0) 14'-6" rad. BUILT UP OVER RR 3'X3'X6" N CEDAR BRACKET 2X6 ACQ DJ @,16 -OC 10"dia. (3) 2X8 ACQ GIRDER CONC. PIER 24"X24"X12" CONC. FTG. 2X8DFN2CJ(@16"OV%?/ /ti?%I%?%/1/1/2X8DF#2CJ(@I El THIGH RAILING V 3/4" SUIFLOOR U 11-7/8" TJ1560 WOOD -1 F1 @12 -OC L _JL_J I I t_1L_1 III L_IlJ I EXISTING FJ (3) 2X8 DF#2 EXISTING L (3) 1-3/4X11-7/8 —�"- ML GIRDER EXISTING EXISTING 77 .. SECTION A -A SCALE: 1/4" - 1' 6X6 CLEAR CEDAR SEALED & FINISHED 5/8" DIA. GALV. THRU BOLT 3'-0" ROOF SOFFIT MORTISE BRACKET 45 deg. 0 5' RAD. I ro — - - - - — 16"X8" CONC: FTG. W/ N UT &WASH ER (2) A5 REBAR EX. DUTCH WALL PLUG ... HOLES SECTION B -B SCALE: 1/4" = 1'Jv MINTER TO PRIME AND FAINT 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 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT 301 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 • •O O• O 0 0 N ~+ M U . a Irl m M C x K ry z v2 Ln U �? •o C) oo ' a � U ; U z O a O E—I M FMiI 1� z z O �j��j U r� W rH^, h•� (1) w W} Qz w Z) � �o O -J F- lr� (f) U ct o DRAWN: MH / MS SCALE: 1/4"=I' -O" JOB k: March 10, 2014 SHEET NUMBER: A-10 fiOn !o- I: f ►�I€fir jI� i' #10 STAINLESS STEEL OR GALVANIZED 1 !4 I WOOD SCREWS W/ I„[ + I • , WASHERS @ 12" O.C. f ' I I I I 'I 4' #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12' O.C. 1/2' ARA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE: 7/1G" O.S.B.) TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) 12"OC 7:1 j j ( 1 12' APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE: 7A6" O.S.R.) • r I� I • WINDOWSILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) 4' m 4' 3/4- APA PLYWOOD 2X8 DF#2 CJ (2) 1-3/4X9-1 ML REAM 1-3/4X14 ML RIDGE 2X8 DF#2 CJ (afl 11-7/8 TJ1560 WOOD -1 FJ @16"OC EX. GIRDER RR @I6n0C' 3/4" SUBFLOOR E3 [313 00 00 0000 00 In ou 00 (3) 2X6 w/ (3) 2X6 w/ (2) 3/4" STEEL (2) 1/2" STEE EX. GIRDER REVISIONS I ti 0 T iIW ri EX. OLU MN TO RE REMOVED AN REPLACED PIER EX PIE REXISTING EX. DUTCH WALL TUBE STEEL COLUMN .. . • • :I • •, I I� • I • EXISTING - f 2X4 DF#2 j: 1 I 1 I r i - -. > Z • ' ; I I. i ..� j I• 2 . 42"X4 "X12EC C FTG 3 #10 STAINLESS STEEL (4) #5 R e.w. W { ( I { I I I I I OR GALVANIZED SECTION C -C i WOOD SCREWS W/ WASHERS @ 12" O.C. O • I • j I SCALE: 1/4" = 1' MULTIPLE PLYWOOD ASSEMBLIESF- 2 - 2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED DOLTS W/ WASHERS U U TYPICAL MULTIPLE OPENINGS cc3 M M (MORE THAN 4'-0X8'-0" OPENING) _ RAL PANEL _ , ��' . N FOR WOOD STRUCTURAL ,i, _ M )BORNE DEBRIS PROTECTION "� �� .. � �.�•� AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) U'; ,t� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ;` AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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 ^ ~� CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. , �`� ",- •, ,, 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 I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RE5PONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 COMMENEEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. DRAWN: MH/MS SCALE: 1/4"=F-0" JOB #: March 10, 2014 SHEET NUMBER: A-1 1 N x Z L1 U I Ln V W ti 0 T iIW ri EX. OLU MN TO RE REMOVED AN REPLACED PIER EX PIE REXISTING EX. DUTCH WALL TUBE STEEL COLUMN .. . • • :I • •, I I� • I • EXISTING - f 2X4 DF#2 j: 1 I 1 I r i - -. > Z • ' ; I I. i ..� j I• 2 . 42"X4 "X12EC C FTG 3 #10 STAINLESS STEEL (4) #5 R e.w. W { ( I { I I I I I OR GALVANIZED SECTION C -C i WOOD SCREWS W/ WASHERS @ 12" O.C. O • I • j I SCALE: 1/4" = 1' MULTIPLE PLYWOOD ASSEMBLIESF- 2 - 2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED DOLTS W/ WASHERS U U TYPICAL MULTIPLE OPENINGS cc3 M M (MORE THAN 4'-0X8'-0" OPENING) _ RAL PANEL _ , ��' . N FOR WOOD STRUCTURAL ,i, _ M )BORNE DEBRIS PROTECTION "� �� .. � �.�•� AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) U'; ,t� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ;` AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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 ^ ~� CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. , �`� ",- •, ,, 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 I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RE5PONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 COMMENEEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. DRAWN: MH/MS SCALE: 1/4"=F-0" JOB #: March 10, 2014 SHEET NUMBER: A-1 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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 IN5PECTIONS MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND 5HEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS a• •o o' o 0 0 N a � M 0 z a 1--IQr' E"I w w C/O H � a � Q � Q E-+ O Q QJ W QZ WLd D Q C� �O O -J �i U U Rj o M 0) M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: A-12 SIDEWALL WIND LOAD PATH CONNECTION 6MIL POLY ON EXTERIOR AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT do GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. WALL FLOOR USP NUMBER DESCRIPTION APPLICATION APPLICATION 6MIL POLY ON EXTERIOR HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS LSTA36 1-1/4"x36" 18ga. STRAP CONNECT TO 1 SIDE OF ALL CORNERS ON 8" - 12" RAFTER RT20 HOLD DOWN BOTH DOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH CRAWL SPACE OR FOUNDATION INSTALL 4'0" O.C. THE FLOORS TO EACH OTHER W/ THREADED ROD. WALL STUD METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION KING STUDS CRIPPLE STUD HEADER JACK STUDS LOCATION JUSP NUMBERI DESCRIPTION APPLICATION ALL OPENINGS I LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ALL OPENINGS I RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C. 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C. 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS ION ALL OPENINGS 2ND. 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 6MIL POLY ON EXTERIOR RT10 10-3/4" x 18ga. TYDOWN ANCHOR INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 KEYWAY FOOTING ON ALL OPENINGS 2 STORIES r. • CRAWL SPACE OR FOUNDATION INSTALL 4'0" O.C. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS SLA -ON-GRADE �'• POURED CONCRETE: 7" ON ALL OPENINGS TYP. CONC. FOUNDATION USP NUMBER DAMPPROOF EXTERIOR APPLICATION 6MIL POLY ON EXTERIOR RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR t • 8" - 12" RAFTER RT20 KEYWAY FOOTING • 2 STORIES r. • CRAWL SPACE OR FOUNDATION DRAIN TILE i V 'N CONC. SLAB A G MIL. POLY \, GRANULAR FILL V STEEL COLUMN A v ♦ CONC. SLAB A V . COMPACT FILL V A s C�'0, r• GONG. FTG. REINFORCING BAR TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RAFTER RIDGE LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR EACH RAFTER 8" - 12" RAFTER RT20 21-1/8" x 20•Ja. TYDOWN ANCHOR CONNECT TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH SILL GASKET 1 STORY RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD DBL. SILL PLATE FOUNDATION 5/8" DIA. ANCHOR BOLT TERMITE SHIELD SUPPORTING MAXIMUM SPACING SILL GASKET 1 STORY 72" OC CRAWL SPACE OR FOUNDATION e � SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION • 1 v ANCHOR BOLT EMBEDMENT: SLA -ON-GRADE �'• POURED CONCRETE: 7" s .• n BLOCK WALL: 15" USE WTH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) LEDGE RAFTER RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTERS MAINTAIN ` \ VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION - RESISTANT METAL MESH WITH MESH OPENINGS OF V. INCH IN DIMENSION. B LOC KING 2x4 LEDGER 2x4 SOFFIT JOIST FASCIA GUTTER CONTIN. SCREENED VENT -CONTIN. SOFFIT / EXT. PLYWOOD SOFFITED EAVE WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ©24"OC WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. is REDUCE BUMP OUTS SUBFLOOR CONC. SLAB tD FRAME 6X6 10/10 WWM JOIST COMPACT FILL GARAGE I DOOR 2X8 Ir STEEL BEAM BLOCKOUT 4" SLAB W/ 6X6 WMM EP.T. PLATE ` IVEWAY NOTCH JOIST AND ADJUST HEIGHT•�(WITH A NAILING PLATE IF NEEDED) •, ,� •• • TO BF APROX. 1/2" OR HIGHER THQN.�ci4•." • Kt �Q , . . • • . • • • ' STEEL D EAM TO ALLOW FOR SHRINK,RGE.,"' ;y S? e„ 4• S • • ' • (PROVIDE STRAPPING TO KEEP JOISTS';ALI&NSD AD ; ws=�� _RC•t__c7GXG W.W.M. �._,,,•_w, �••� Coil •• A ,••••••*••a »s, MIN. s,1 w . ♦ . • . II—IIy •y r.;- ;E J •� �.. +►• w REINFORCING BAR a ' • ,• • • „ STE BCAM,,,':, ;;,_ M • A REINFORCING BAR ��. • \ , •; • _ #,` ,., {;, ;F. #' j DRAIN TILE ��—� • : • n • Q1 _ 7 3 12" PLATE"(BOLStro TO BE � �+ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) $4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " " �• REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �• ' GARAGE DOOR BLOC KOUT �;,'4�, .� • �' ...• .: FAINTER TO PRIME AND RAINY 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 RE5PON5IBLE FOR ALL 61JILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 10B 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 SHEETROGKING AND SHALL SECURE THE G or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS • d• •O Oo O O r -i N ti m Uun t\ M M Ln 0 z a H O 1—I 1-� �^^ z 1� O U O U F--1 w W } Z Lij Lu Z) Q 1 O J (� O M M DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: A-13 FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLA -ON-GRADE LEDGE RAFTER RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTERS MAINTAIN ` \ VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION - RESISTANT METAL MESH WITH MESH OPENINGS OF V. INCH IN DIMENSION. B LOC KING 2x4 LEDGER 2x4 SOFFIT JOIST FASCIA GUTTER CONTIN. SCREENED VENT -CONTIN. SOFFIT / EXT. PLYWOOD SOFFITED EAVE WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ©24"OC WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. is REDUCE BUMP OUTS SUBFLOOR CONC. SLAB tD FRAME 6X6 10/10 WWM JOIST COMPACT FILL GARAGE I DOOR 2X8 Ir STEEL BEAM BLOCKOUT 4" SLAB W/ 6X6 WMM EP.T. PLATE ` IVEWAY NOTCH JOIST AND ADJUST HEIGHT•�(WITH A NAILING PLATE IF NEEDED) •, ,� •• • TO BF APROX. 1/2" OR HIGHER THQN.�ci4•." • Kt �Q , . . • • . • • • ' STEEL D EAM TO ALLOW FOR SHRINK,RGE.,"' ;y S? e„ 4• S • • ' • (PROVIDE STRAPPING TO KEEP JOISTS';ALI&NSD AD ; ws=�� _RC•t__c7GXG W.W.M. �._,,,•_w, �••� Coil •• A ,••••••*••a »s, MIN. s,1 w . ♦ . • . II—IIy •y r.;- ;E J •� �.. +►• w REINFORCING BAR a ' • ,• • • „ STE BCAM,,,':, ;;,_ M • A REINFORCING BAR ��. • \ , •; • _ #,` ,., {;, ;F. #' j DRAIN TILE ��—� • : • n • Q1 _ 7 3 12" PLATE"(BOLStro TO BE � �+ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) $4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " " �• REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �• ' GARAGE DOOR BLOC KOUT �;,'4�, .� • �' ...• .: FAINTER TO PRIME AND RAINY 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 RE5PON5IBLE FOR ALL 61JILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 10B 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 SHEETROGKING AND SHALL SECURE THE G or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS • d• •O Oo O O r -i N ti m Uun t\ M M Ln 0 z a H O 1—I 1-� �^^ z 1� O U O U F--1 w W } Z Lij Lu Z) Q 1 O J (� O M M DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: A-13 JOIST DETAILS Web stiffeners required each side at E1W TJI rim 9olst JI"2 Must have 1-314"minimum jelst J,"ring at ends I" diameter maximum hole for 11-7/111"- 20" veep blocking panels; 6' diameter maximum for Mocking panels 9-1/2" deep or shorter than 12" long. LDo not cut flanges. 88 Trus Joist rim board Web stiffeners required if sides of hanger do not laterally support at least 3/8" of TJI joist top Flange Top (% flange tY// hanger Face m hanger H1 4%0' length of 3/4" reinforcement on one side at E2, both sides at E3 Plate nail - I6d (3-1/2') box at 16" on -center" V - Id (2-1-2") n -center" 'or 1.1/4" rus Joist III board" -r" Remove tongue and groove from floor panel edges supporter by 1" a -Rimm to ensure quality nailing. -Conventional construction code minimum for O O Ode with A3 only. Trus vslo/st Fnmeri A3 A3.1 3.2 3.3ocketCull forA3.f-A33installation nspedfiations. V-0" length of TJI joist I' diameter maximum hole reinforcement and for 11-7/8" -16' deep filler block. Use blocking panels; 6' 4'-0" length with diameter maximum for 9-1/2" and 11-7/1" blocking panels 9-1/2" deep T11 Joists. or shorter than 12" long. not at flanges. Trus Joist rim board ttach reinforcement to joist with ad (2-1/2") common nails at 6"on- JS center. When ffboth Face grain horizontal E2 E3 rein ort ng sides, stagger nails. Filler block Attach Closest On -Center Tru, Joist rm, board 1' 1 1.12' with ten 104 (3') box Mia•Iiam LVL nails. clinched. Use ten ad (24/2) box 16d (3-1/27 box nails from each side with 3-1/2" 6• 4- T11 joist Flange widths. 11.7/r 16 Use fifteen nails with Backer block TJI Joist depths Install tight to top greater than 16"' flange (tight to 3" bottom flange with 1041(3').1241(3-114')Mxg• face mount 2- angers). Attach Cantilever Fllle with ten 10d (3") 2x6+3/B• 2,10+3/a' box nails, clinched 001! when possible. 6' 4• acker block 4• both sides 1641 (3-127 oomm•nN of web with 4• single TJI H2 joist BEAM and COLUMN DETAILS BEARING FOR DOOR OR IFARING AT WALL WINDOW HEADER Trus Joist rim board Strap per code if or blocking for top plate is not lateral support continuous ever header Parollamm PSL or OLSL Columns O Li LSL Column � IEAM TO BEAM CONNECTION Top flange hanger Face mount hanger L3 Seeargent Trus Joist literature for framing connectors CONNECTION OF MULTIPLE PIECES OF TOP-LOADEDV BEAMS (1) BEARING AT COLUMN 1-3/4" Width Pieces: Minimum of 3 rows 10d (3"x 0.128") nails at 12' o.c. Verify Parallam PSL or Minimum of 4 rows 10d (3'x 0.128") nails at TimberStrand LSL 12" a.c. for 14" and deeper beams column If using 12d (3-1/4") or larger nails, the capacity and beam number of nailing rows may be reduced bearing length. by one. See current Trus hist 3-1/2' Width Pieces: literature. Minimum of 2 rows 1/2" belts at 24" o.c. staggered (1) Iwo mot be applied -IV a.00 aml» beam - enb_.. cat conntctlan, M Me-MadN keamr. O Additional na/littp or N/t/ns may /re required with L6 side -loaded multiple-memrer beimr. Refer to current product literature. FASTENING of FLOOR PANELS 2x studwall at 16"date nail - 16d (3-1/2") �•n-center box at 12" on -center Floor panel nail - aad t2-1/2") common at G" on-center1-1/4" Trus oist rim board 12' cue nail -1041 (3") box at 6" min. on-centerBoun ary nailing - Bd (2-1/2") stall proper blocking common at 4" to support all panel on -center" edges 3.4 See Trur Joist rrimeri Pocket Guide for additional installation spedrrcations. I'diameter maximum hole for 11.7/8"-16"deep blocking panels; 6" diameter maximum for blocking panels 9-1/2" deep or shorter than 12"long. o not cut Flanges. Trus Joist rim board ttach reinforcement to joist web with 3 rows 10d (3") common nails at 6" on -center, clinched. Use 2 rows with 9-1/2" F and 11-7/8 E4 TJI joists. Not for use with 3.1/2" TJI joist flange widths Bearing plate: Flush plate with Inside face of wall or beam H3 BEAM ON COLUMN COLUMN BASE CAP P1 P2 Nall SIZ. 110-1210 Tit 230,360-1560 Closest On -Center Tru, Joist rm, board 1' 1 1.12' Spacing per Roca• Timbers-- LSL I.W' •r wider Mia•Iiam LVL P-11- PSL ad (24/2) box 2-12' 2• 6• 4- na/t' 11.7/r 16 11 -Tri• 1P 20" N (2-121 oamrnon 3-12' 2• i• 4" 3" 3" 3- •IOd(3'),1241(3-1/4') 1041(3').1241(3-114')Mxg• sheathh, sheathing 2- f• 4• Cantilever Fllle 2xi 2x10 2x6+3/B• 2,10+3/a' 10d (37, 1241 (3-1/47 - 4 -in, 3• 6' 4• 4• 4• 4' 1641 (3-127 oomm•nN A. 4• lf' i'� i'. C 6' m Cn 4e.rw,<eau a•e,.mrm a"rn m."rmm n.n.a•rtnne, «lsn•an grog fa...w •41• Ratommendebl -iling Is 12' on -center in Rod and 6' on -center along sheathing adge. Nailing requirements on engineered drawings supersede miponxne 1. harm. NBlling now, mrM be •Bat N least 12" and staggered. 14 p. r aplm may k substituted for M (2 -In') nails b minlmum penetntisn .f 1' Ina the TJI Inst w nm boardIs achieved. Maximum Oi-Cemer Spacing per now der fort whith[ 1.3/4•':len: 1C on -center Eos )NA widths greater than 1.3/4': 24' on -enter FILLER and BACKER BLOCK SIZES TJI Flange W,,ith[ 1-3/4' 2-1n6' 2-5/16' 3-12' Depth 9-12• 14• f-12• w 14- or 1-12• or 14' er la' or 14' er lt• or _ F14". nde Mr<Ad zara na/t' 11.7/r 16 11 -Tri• 1P 20" 1P 20' Fillerclock• 2.6 2,113n 3/Y x zxtz + I/z• 12" I2• sheath/ Two Two Two (13-11142) L 2x0 10, 1 sheathh, sheathing sheath/ sheathingng 2.6 2.8 2.12 Cantilever Fllle 2xi 2x10 2x6+3/B• 2,10+3/a' 2x6+V2' 2.10+12• (Det.il E4) 4'-0' i'-0' sheathing sheathing sheathing heehb,g apliolible Not appli ble .4 .N 1^J ^� long long 4'-0" long V-01 long W -Or long 6'4T long Onti �z Backer Block' 5m� 3/4'. \v �4 (Detail Fl M ,` r Net 2x6 2xi 2x12 •r H2 BEARING AT CONCRETE WALL Lid rotect untreated wood from direct with mnarte INSTALLATION TIPS ELEVATED COLUMN BASE III Optional non -shrink grout P3 s6Maor aaleslve will Improve floor performance. but may not be ne ulred When JNsts arc doubled at non -load bearing parallel Rpoitlom, space )Nos .pan the width .f the wool for plumbing or HVAC. Adblillonal Jobst at plumbing drop (see detail). J Shift" Wit ition.l J•Ist rinmung drop 54uuh blocks and blocking panels carry stacked vertical load, (details 31 and 12). riding out the web of a TJI JNA (with web Axfmen) I, not a substitute for squads Nadu or blesking panels. Load bearing or shear wall above (must stack over wall below) \ Is�1 Blocking 2x4 minimum squash blocks IF 111111 JIM Wo INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web stiffeners required each side Blocking panels at B3W may be required with shear walls above or below -see detail BI B3 13 Load from above 1-1/Gj 2x4 minimum ll� squash blocks O Use 2x4 minimum squash t CS blocks to transfer load around TJI joist Nail Trus Joist dm board to blocking Attach reinforcement with connections to joist with one ad equivalent to (2.1/2") common nail at Nail through 2x_, wood backer decking schedule each corner and Trus Joist Attach reinforcement TJI joist web with 2 rows 10d rim board to joist with one Id Blocking panel between Blocking 6- (2-1/2") common nail at ach joist. Nail to top panel (3") common nails at Use each corner plate with connections lid (3-1/2") nails with equivalent to decking 3- "TJI joist schedule. a e widths. 12" length of r i- ir u• 12• 13• n' 4• s• r Ir lr Is- lr 3/4" 12" length of Ir 3rd a• r n nm lir s' o m' o cr r n s -m lir n' c reinforcement 3/4a sol ra• lir rr rr sa n'v rid• rid• cr Iry Izr cape on one side at 3rd I 1- 1' 1-o' '6' 11'� reinforcement 2r IES, both sides on one side at sol rw r -o r -r ro• ro• rola o r -m 4'0• a -r 124 u' rid• at EG I E7, both sides Wood •IJ ��s able i - Intermediate or Cantilever Support Ir` Ir}1 backer Less than at Ea �\t(Secs o'd5 Mini um distance from edge of hole to Inside face of nearest Intermediate or cantilever support 5" Less than \�I �� c o r? Dill nrrm rJs ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE ES E6 E7 Ea 5" Fi \est` vs- o°\"l 2 3. 4. c,a r v2 It' 13' 2' 3' 4- i l/i r 1/2 n• 13• Ila 1'4' 24' 3' 0' TV 1'4' T 6' 3'-6' VVI 1 ALLOWABLE HOLES - TJI Joists W tE,b Stiffener Size 1-1/2" 1/2" x 2-5/16" min Nam M/y Ser TW, A I -In' Mk mry k See T.ble Is In 2-1/2" 1" x 2-5/16" minimum M MnAN See Table ars amnN.re See Table =••b art' nde Mr<Ad zara o0 NOT oat or _tdsh fl -re. ❑ O k' a' 11 L 2x0 10, 1 1 E 1 2.1.Dl i m�mm.m 6' k Iypi n.11 O t --I Mlm.xrert N 11, U^ k,»ckwnJ ti fraf M A.ks krjxr flan .4 .N 1^J ^� Table A -End Support �-^""" " Do Nor cur Mks rn ranch/ever EXTERIOR DECK ATTACHMENT Structural exterior sheathing Flashing Wrlm Treated 2x ledger See fastenerus Joist table below. board 2" distance (minimum) from edge of ledger to fastener. Fastener Allowable Lod / Factored Resist roc, (lbs) 1-3/4' rimboor.1 1' a -Rim 3/a' I.g bol 400 / 630 N A. / N A. O12' leg bol 475/750 In 325 / N.A. L.A Nlrwabl<l«runs is lrc4,n ac-- with AC u4. Le«ml.n+«In,m mm�a, r.qulrel for wm»ma •rdwn«u l l � SilE�tt rFlvur • DONOTbeve/M/ lit beyond 1-soe rano of wall. TJI rim j,kt Ol O Silent Floor joist framing does not require bridging or mid -span blocking Option HI: Apply subAoaradher/ve to at/ TJI Joist blocking with end mnticJ surfacer Wcks Installed at 1/3 joist s n locations using ad (2-1/2") \tidy box nails or os5+• 2-1/2" screws, \Ind l m typical Opt, n k2: 2x strapping installed at 1/3 joist span locations using two 2-1/2" screws per joist ption A3: directly applied telling When sps cffied on the layout, one or more of PI ethreekradniroptions,shown ILmustllbe loft//Pei Blocking WEB STIFFENER ATTACHMENT Gap: 1-1/8"minimum 2-3/4" maximum 11N2= Three ad (2-1/2") box nails, clinched Three 16d (3-1/2") box nails at 3-1/2"rJljoist flange widths 11#2 Web stiffener each 1 syr 1 side. See sizes { =1 below. Tight fit O W Web Stiffener Size W tE,b Stiffener Size 1-1/2" 1/2" x 2-5/16" min -5/16" 7/8"x 2-5/16" min 1-3/4" 5/1" x 2-5/16" min 2-1/2" 1" x 2-5/16" minimum 2-1/16" 3/4" x 2-5/16" min 3-1/2" 2x4 Safety bracing (1x4 minimum) at Cons-cent,r and extended to a braced end wall. Fasten at each )•rot with caro ad (2-129 n.11s minmum (see WARNING). DO NOT -fawn /umber for rim Hard or b/ackinr So- Jambes may h ink Irher /no.114flln. •// l,»nre filleraM M.{n I/ed' hf /e-/ mwnf M�mn/n ar o( ., a. an., rr,M mdawter Neck .4eW/ N h . rar.s.'Y. ha, AaWrr. rid faI kfyfhr a•arrwbh wIH W/MUI I'frWrh,an /I/Md,�Na.krwG1+'fNWr,en Rv/and 1 r.pdd m aaapr n AtrrAo i Framer Pocket Guide which shout e This sheet is intended as a supplement to the Trus Joist s d b referenced for addition(r� I information. 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 A. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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 I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING 4nanau,ar MM Yned an mawnmen, N Ions -,Acte Holes may be located vertically anywhere within the web Leave 118"of web (minimum) at Iq and bottom of hale. Knockouts arc located 1n web at q►roxlmately 12' an -conies, they do not affect hole • placement. -F simple syn (5' minimum) u f.rmly loaded Joists meeting the requirements of mrrenl Trus Joist Product gull,%, one maximum size round hole may be Iwtd at the center of the Nut syn provided no at her holes occur in the jo,0. • Distanan are based •n the maximum unifadproductorm los shown in mment Trus Joist product guldes. For other load oondm ilioor hole configuration contact your Trus Jo Its representative. 4LLOWABLE HOLES - Beams and Headers x diameter of the largest hole (minimum) 0 3 depth • Q Allowed hole one • a • 1/3 depth o • co an/y nun/ holes Md only M Me c'ennnr arbear- 1/3 %yrs Aliowdholeron t/3 %ran ROUND HOLE CHART BEAM DEKH M ROUNU �xHOtE SIZE For uniformly loaded beams only. 4-3i b' 1• Rectangular We, arc nor allow 1. ]-1/4' to 20' 2• • No hales in contileven. See Illu,natan M All Hole Z. - No holes In headers or beams In plank orientation T11 JOIST ATTACHMENT at BEARING TJI Joist to tearing Plate Squash Blocks to TA Joist (Lead Trus Joist It. board bearing wall above) One la (37 box nail Into each Range One Bd (2 -1st') box mit each Able. Drive its at an angl. N leaa ,-IR• from end 1-3/4' minlmum bearing at end support: 3112- 11-Um., /2'minim mat inarmNi.M a pport Shear lyse,. C-Iff I Mutvl/Mr to fl -p ria/ldnr fchNu/e Rim to TJI Joist Trus Joist rim board or 1.3/4' wide TA rim JolslOne IOd (3') boa 3-I2' wide TJI rim nail Int• each slang. J "341 a nail wind 1 TJI floor (3') bo, nNls, one Nch Jori 2.IAV-2-5/16' wlale side of TJI )•rt flange TJI rim J.100ne 16d (3 -In') box not Into each flange 3-1/2"wide Tll nm Joln Top Vkw BEAM ATTACHMENT at BEARING T., 1Nrt rim board One 10d (3') box roadeachside of monks at beamsg. 1.12' minimum from end Drive naris at ansee /ham/,pkn lir pM ,Bleb - F-6 P.*et angletommlmlre cuWe for minimum endMdinfermediane bearing spl hmg of plate le Wh,. WARNING x f Joists are unstable until braced laterally arirdnr Included: aadsing - sheathing . Hanger l Rlmaaard DO NOT d/ow workers to walk on . sm4 w., . un. Joan j /' ¢. "?JO NOT. a�Jf,} //dlris mater/&H Joints ,ix` • o!t'tiiJrh2aNlf><jdsts.'Yhck only ; untilbraced art , . •-oveY'6bams �fW�N�r• s- INJURYMAYRES"Wr. WARN/NG NOrft• Lack of concern for proper bracing during construction unr;d` g{R1f1Csertous Lclde . Under'norrrl�l " ndtiops if the following guidelines are observed( icrr4erit will Ate iv ddalw =•^ .�,'6' 1, - II ,- . t 1. All blocking, hangers. rim boards and am )alar N tla and wpwm N the TJI).in, pMNy Mn• rerly'r,Klle4*� ' Y Z. IasMlrtrm,lM1. Iike•braM and wellw•n <x,nln, de<k. nun lee nnbll,M1N.t baY. ThI, Ral»Fe-1"1 ,, •t as ,,,I1 . N mwrary • rew Krmmmt deck (rhealhiny I.nern4 a the ism 4 arthe end N bleb ' '"';� - • % y; /7 3 safety bruins Ilse, N 1,4 f--nn)nun be roil. a • Mach end wall a. ,M1n Z ; ..sh hn-li hlwn-11hy 'r i�P � t bracing, bxklin,dkw•ys cur rNlovtth Mghly praMbk undarlight unnrunl.na.4c,x lager.( dnn.11.,fl iNrg ! a! 4 lh. ffi ro mart k rN•Ily .n.dad a.W w4, a6e TJI )Nn War,, niw»I 1n rl l n� S. Inds of ansa n -In nI y Nacin,.n bNM1 Mar M and son- M- 6. Ya � - .n t•� �l '�•�'.�r / i. Tine M rnM nmaln ..Ihl wirhln a Merano, N In' hem true al t roe, g Ymn.^ g _ l "t jf ,�. 1 GENERAL CONTRACTOR SHALL BE RESPONS'BLE FOR ALL BUILDING �EPAR MENT INSPECTIONS AND SHALL SEGURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 11 ao. .00 0 O t --I N 11, U^ .4 .N 1^J ^� I m M M l0 x Onti �z L, O \v �4 v M ;-_ U M U K Q 0- O I---4 l ' Ink W � V1 O O U ^�1 W VJ W > Z lUJ /Z) i V ^l� VJ > O O J H cnU ct O co C) co DRAWN: MH / MS SCALE: 1/4f=F-0" JOB: March 10, 2014 SHEET NUMBER: A-14 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4" MAX. 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. 4" DIA. MAXIMUM 1-1/2" SPACE MINIMUM HANDRAILS BALUSTERS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE LEDGER WOOD JOIST 4" DD 4" MAX. RAFTER RIDGE RIDGE -TO -[AFTER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF I LSTA24 1-1/4"x24" 20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 4" - G" RAFTER RT10 10-3/4"x liga. TYDOWN ANCHOR CONNECT EACH RAFTER I" - 12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHOR TO CONNECT ER EACH RAFTER Z JOIST to GIRDER/HEADER CEILING JOIST TO ILDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. DOLTS O.16"OC WITH WASHERS FLOOR FRAMING FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW 1/2" DIA. LAG BOLTS W/ WASHERS CONNECTED TO BLDG. @16" OC 2x JOISTS BLOCKING FOR JOIST HANGER LAG BOLTS " a RIM JOIST / BD. I ! DECK/PORCH LEDGER CONNECTION SPLICED JOISTS OVER HEADEK/GIRDER LOCATIONUSP NUMBER DESCRIPTIOI TO GIRDER/HEADER1 RT10 ITYDOWN ANC WOOD JOIST GIRDER/HEADER WOOD JOIST APPLICATION JECT TO EACF FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. WOOD JOIST BLOCKING LEDGER RAFTER RAFTER -TO -LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS ,16"OC WITH WASHERS RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION 2x6 -2x$ I LS26 liga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGE 2X10 LS210 liga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGE RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT1 RT15 TYDOWN ANCHOR CONNECT EACH ICESHIELD FLOOD SNOW RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER I DESCRIPTION APPLICATION 4x4 SOLID COLUMN PIS44 / PISE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 6x6 SOLID COLUMN PIS66 / PISE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR JAPPLY TO EACH COLUMN STU TEARING PLATE DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM ROD �I REQUIRED FOR STU THREADED ROD CNW COUPLER NUT MINIMUM END DISTANCE KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL OPENINGS LSTA12 1.1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIM/DECK JOIST POST -TO -DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDED/HEADER CONNECTION USE MIN. (2)1/2' DIA. GALV. DOLTS WITH WASHERS AND NUTS CONCRE HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIE (3) BEAMS PAU66 OR WE66 IPOST / BEAM ANCHOR APPLY TO EACH PIE POST CI IMATIr L GFOGRAPHIC DFSIGN CRITFRIA GROUND WIND SEISMIC NOTES FROST SPACING SPACING WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS LOAD (MPH) CATEGORY NAIL DEPTH AS PER TABLE 3.7 EACH TEMP. REQUIRED WFCM - SIC 45 L 120 B SEVERE 3 FT. MODERATE SLIGHT TOIS. 11 NONE NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER TO HEAVY MODERATE NAIL BLOCKING 2 - Id COMMON DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be Nl ACQ pressure treated lumber. 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 into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). 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. 4). Deck joists to have blocking at I'0 o.c.. 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at 16" o.c. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). I). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use Simpson hangers and anchors with Z -MAX tripple protective coating or equal for any contact with ACQ. NAILING SCHEDULE JOINT DESCRIPTION QTYI NAIL NOTES SPACING SPACING 4 - Id COMMON STRUCTURAL PANEL Id AS PER TABLE 3.8 TOE -NAIL TOP PLATE 10' WALL: 4 -Id COMMO WFCM - SIC TO JOIST DnnF FDAMIMr: JOINT DESCRIPTION QTY NAIL NOTES SPACING SPACING 4 - Id COMMON RAFTER TO V WALL: 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4 -Id COMMO RAFTER TO JOIST CEILING JOIST I'WALL: 3 -Id COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL: 4 -Id COMMOI, JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SIC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SIC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SIC END NAIL BLOCKING 2 - Id COMMON EACH TOE TO RAFTER 2 -16d COMMO END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER R, END NAIL XV/All FDAAAIKIr.. JOINT DESCRIPTION QTY NAIL NOTES SPACING SPACING 4 - Id COMMON TOP PLATE TO 2 -16d COMMO PER FACE NAIL TOP PLATE 2 - Id COMMO FOOT TO JOIST TOP PLATES AT 4 -16d COMMO JOINTS FACE INTERSECTIONS TO JOIST EA. SIDE NAIL STUD TO 2 -16d COMMO 24" FACE STUD $LACK tL- .- O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER 3-IdCOMMO ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: 2 - 16d COM PER SILL OR TOP PLATE FLOOR JOIST, BAND JOIST, 2 -16d COMMO OOT FACE NAIL END JOIST OR BLOCKING u 0 DFrK FDAMINr: JOINT DESCRIPTION QTY NAIL NOTES SPACING JOIST TO: 4 - Id COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - Id COMMO EACH TOE TO JOIST END NAIL BLOCKING 2 - Id COMMON EACH TOE TO JOIST 0 • •Q� END NAIL $LOCKING TO: 3 -16d COMMO EACH SILL OR TOP PLATE O $LACK tL- .- LEDGER STRIP 3 - 16d COMMS -'EACH . h �,r, TO BEAM .jO1SI JOIST ON LEDGERPE 3-IdCOMMO "ST TOS ' TO BEAM .JO i. NA1L BAND JOIST 3 -16d C CIE or U L) :A TO 101ST •0 w RAND JOIST TO: 2 - 16d COM PERT z `" ' TOE j All SILL OR TOP PLATE - F Cdr' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHrfECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS. AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR bNALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANT$' AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND bHEETROCKING I AND bHALL bECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 6 0 • •Q� 0 O N C `~ O U � o z � rn U L) :A %) O o •0 w C U � u 0 R, O F--1 W � H � Q � z �-I O O o l U /H F --"I W LIJ Q of LJJZ LIJ Z) Q 1 O J (� O M CA M DRAWN: MH / MS SCALE: 1/4"=F-0" JOB #k: March 10, 2014 SHEET NUMBER: A-15 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with 85 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. E). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SIC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be N2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with id common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalis shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. D). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be Ml ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). D). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PLUMBING NOTES anchors where applicable to all connecting joists. 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 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. on plans. 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. other access openings unless otherwise noted (typical). 3) If wall studs lates or joists are cut out during installation for any plumbing related work, i). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at i'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 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 to have regular 1/2" sheetrock, All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill Basket and cop-r-tex termite shield or approved equal. ,p provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ►�- RnnF FRAMING - JOINT DESCRIPTION QTY NAIL SPACING NOTES RAFTER TO E' WALL: 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE: 1 CEILING JOIST E' WALL: 3-Bd COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL: 4-Bd COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCI'✓1- SDC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCI✓i - SDC END NAIL $LOCKING 2 - Rd COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER DETAIL PAGE & GENERAL NOTE PAGE END NAIL \YJA11 FRAMINr." JOINT DESCRIPTION QTY NAIL SPACING NOTES TOP PLATE TOPER 2 _ 16d COMMON PER FACE NAIL TOP PLATE WALLBOARD FOOT SEE NOTE: 1 TOP PLATES AT 4 -16d COMMONINTERSECTIONS JOINTS FACE TO JOIST 6" O.C. FIELD EA. SIDE NAIL STUD TO 2 -16d COMMON 24" FACE STUD 60 O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER ATTICS w/ STORAGE ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: 3 - Rd COMMON PER FACE NAIL FLOOR JOIST, $AND JOIST, 2 -16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR $LOCKING 3 -16d COMMON PER END FdT6Ti 9111_ ! 21iTA1i1rdM JOINT DESCRIPTION QTY NAIL SPACING NOTES JOIST TO: 4 - Rd COMMON PER TOE SILL, TOP PLATE OR GIRDER WALLBOARD JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST 6" O.C. FIELD END NAIL BLOCKING 2 - 8d COMMON EACH TO TO JOIST 60 END NAIL BLOCKING TO: 3 -16d COMMONSILL EACH TOE OR TOP PLATE ATTICS w/ STORAGE BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM 120 JOIST NAIL JOIST ON LEDGER 3 - Rd COMMON PER TOE TO BEAM 200 JOIST NAIL BAND JOIST 3 -16d COMMON PER END TO JOIST DETAIL PAGE & GENERAL NOTE PAGE JOIST NAIL BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 1JAr0 11INU C NAIL NAIL JOINT DESCRIPTION QTY. SPACING QTY. AS PER TABLE 3.8 STRUCTURAL PANEL Ed WFCM - SIC LFII INC SHFATHING_ WiT I I ft. _ r:lf0C4M NAIL NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM 5d COOLERS 7" O.C. EDGE I WALLBOARD SNOW 10" O.0 . FIELD WiT I I ft. _ r:lf0C4M P nnR <HPATHII r.- NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL Dd COMMON AS PER TABLE 3.9 PANELS SNOW WFCM - SBC 7/16" OSB (SEE PLANS) 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD CATEGORY 10" O.0 . FIELD P nnR <HPATHII r.- NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - 16d nail per foot. PI AN CC)NTFNTS- OCCUPANCY CLASSIFICATION NAIL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL PANELS 8d COMMO 6" O.C. EDGE 1" OR LESS SNOW 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - 16d nail per foot. PI AN CC)NTFNTS- OCCUPANCY CLASSIFICATION R3 RESIDENTIAL v SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PUNS) ICESHIELD FLOOD SNOW SPEED TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) LINE TERMITE PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES CATEGORY SEE NOTES: 1,3 EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONSROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSE) ROOMS (OTHER THAN SLEEPING) 40 120 ROOMS (SLEEPING) 30 3 FT. STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF -FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION SEE FLOOR PLANS SMOKE & CO2 DETECTORS) TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK r -i inn A-r1r�c. npnno m)"ir nFSICN CRITERIA GROUND WIND v SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN LINDERLAYMENT HAZARDS LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 YES 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE v NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Rd COMMON @ 6" O.0 Rd COMMON @ 6" O.C. SEE NOTES: 13 4' EDGE ZONE 8d COMMON @ 6" O.0 id COMMON @ 12" O.C. SEE NOTES: 1 (BOTH FIELDS) INTERIOR ZONE Rd COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO DE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. \Y/All ce-IFeTl-tli\lr: RFnI IIRFMFNTS FnR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 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. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 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 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. ry�• E ►HINTER TO (RIME AND ►HINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREtA NCIEs 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 MANUFACTURER'S WARRANTY AND SHALL �E INS►ECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOS SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCRE►ANCIES WITH ARCHITECT ►RIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I REVISIONS I Cn 0 Q 0 Q DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB 9: March 10, 2014 SHEET NUMBER: A-16 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.0 id COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Ed COMMON @ 6" O.0 id COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 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. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 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 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. ry�• E ►HINTER TO (RIME AND ►HINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREtA NCIEs 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 MANUFACTURER'S WARRANTY AND SHALL �E INS►ECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOS SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCRE►ANCIES WITH ARCHITECT ►RIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I REVISIONS I Cn 0 Q 0 Q DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB 9: March 10, 2014 SHEET NUMBER: A-16 � 1 1 , 1 1 � 1 � 1 � 1 � 1 � 1 � 1 � 1 � 1 ' 1 � 1 .0: 1 , 1 , 1 ' 1 , I 1 I , 1 , I O O I O 0 I p I rn M er � er _ - O r I • � , C e 1 ALL FLOORS. LOCATIONS 1 1 1 � 1 TO BE DETERMINED IN FIELD i 4 d Q d Q U Z Oa � W I Q I • D 1 � w 1 D r-� 1 r--' 0 W Q LL I 1 , Q 0 � �o O J 1 1 ; o 1 M M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: E-1 1 , 1 , 1 1 INSTALL GENERAC GAURDIAN SERIES i (GAS POWERED. CONNECT FROM STREET) • 17 KW GENERATOR TO CONNECT TO HOUSE AND WORK SHOP WITH TRANSFER SWITCHES 1 1 Q ' v 1 UPGRADE SEVICE TO 200amp RUN UNDERGROUND LINE AND SERVICE TO WORKSHOP ' W Y 1 1 PROVIDE ALTERNATIVE PRICE W ; 1 TO CONNECT SERVICE TO UTILITY V 1 POLE UNDERGROUND. z ; 1 � 1 1 x 1 1 w 1 1 1 1 1 1 1 1 1 'O' 'O' , 1 1 1 1 1 1 1 1 — — — — — — — — — — — — — — ' I T - -- - - - - -- 1 . • O • • , 1 I a Z OIL TANK , FOUNDATION PLAN SCALE: 1/4" = 1' PAINTER TO PRIME AND MINT 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 ALLGENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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. I 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 O O O 0 N L NEW CENTRAL VAC TO BE INSTALLED. CONNECT TO rn M er � er _ - O r � U ti C e ALL FLOORS. LOCATIONS \ 1--1 b, •. TO BE DETERMINED IN FIELD �3 d Q d Q U Z Oa � W Q Q D a LNP, •� - . w D r-� r--' 0 W Q LL i Q 0 � �o O J 1 c U C� o M M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: E-1 T - -- - - - - -- 1 . • O • • , 1 I a Z OIL TANK , FOUNDATION PLAN SCALE: 1/4" = 1' PAINTER TO PRIME AND MINT 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 ALLGENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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. I 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 O O 0 N N a ti.a a rn M er � er O r � U ti C e 0 a 1--1 E•�-1 d Q d Q U Z Oa � W Q Q w D r-� r--' 0 W Q LL LLf Q 0 � �o O J �i c U C� o M M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: March 10, 2014 SHEET NUMBER: E-1 FLOOR PAINTER TO ►RIME 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 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT 10R SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL D15CREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEE:TROCKING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ao. ob 0 0 N H � x U w .o S ci o W 1. c 0 x F—I E—I � Z w� cn �' cn U V1 W W O W Q Q Q� W Z >Z LdQ W D Q0 � �o O J f-- �i U) U Ct o co m co DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB N: March 10, 2014 SHEET NUMBER: E-2 F-1 111 -4 -------------- DN -------R----D �� H TL HT , ' I ccI � I , I I 1 I , I , I R I 1 / 1 F I 1 1 T R ♦\ 1 \ - 11 �_ ------------ � - -�� \ 1 RA v ' A v I - ` GAS / DRYER 1 O R / 1 fiNR 1 — I -- \ ♦ _ f , ( LIGHTS I N ATTIC , ♦ /7�R ' .......... J�l 1 1 ♦ 1 I VPJ 1 1 I 1 � 1 1 ♦ � I 1 1 1 1 1 1 1 I I 1 � i I I 1 1 � 1 TV 1 TV 2ND. FLOOR PLAN 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 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. REVISIONS • •O O• D O 0 r~ N -51 M_I M M Ln N a � C M 1 li 0 U �+ 00 O o0 � m U O O Q w U z ^ N O W 1-1••1 V/ W O � Z W LLi Q 0 � �o O J � i � U ct o M 0) M DRAWN: MH / MS SCALE: 1/4"=I'-0" JOB #: March 10, 2014 SHEET NUMBER: E-3