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40778-Z
Town of Southold 10/17/2016 0 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38596 Date: 10/17/2016 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 9875 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 88.-1-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2016 pursuant to which Building Permit No. 40778 dated 6/16/2016 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: "as built"accessory apartment in an existing accessory storage building as implied for per ZBA#6847SE dated 4/16/2015. Requires annual inspection for compliance. The certificate is issued to Katz-MacIntyre,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0029 6/10/2015 ELECTRICAL CERTIFICATE NO. 40778 6/24/2015 PLUMBERS CERTIFICATION DATED 10/11/2016 Gilbert Tastram Y u o ' ed Signature 4�gUFFoc,r�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40778 Date: 6/16/2016 Permission is hereby granted to: Katz-Maclntyre, Patricia 9875 Main Bayview Rd Southold, NY 11971 To: Additions and alterations to an existing non-habitable accessory builting as applied for with SCHD approval. AMENDED on June 21, 2015 to reflect an "as built" accessory apartment per ZBA and SCHD approvals.Replaces BP#38975 At premises located at: 9875 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88'.-1-2.1 Pursuant to application dated 6/16/2016 and approved by the Building Inspector. To expire on 12/16/2017. Fees: PERMIT RENEWAL $140.00 Total: $140.00 Building 11spector u- 4SUFFn�k��� TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 z TOWN CLERK'S OFFICE W__ 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#: 38975 Date: 6/19/2014 Permission is hereby granted to: Katz-Maclntyre, Patricia 9875 Main Bayview Rd Southold, NY 11971 To: Additions and alterations to an existing non-habitable accessory builting as applied for with SCHD approval. At premises located at: 9875 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-1-2.1 Pursuant to application dated 6/4/2014 and approved by the Building Inspector. To expire on 12/19/2015. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $280.00 Total: $330.00 Building Inspector pF SOVj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 117 Southoldd,,NY 11971-0959 roger.riche rt(a-town.southoId.ny.us � �® com BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Patricia Katz-Maclntyre Address: 9875 Main Bayview Road City: Southold St: New York Zip: 11971 Budding Permit#. 4 0' 1?w 38975 Section- 88 Block- 1 Lot. 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pumillo Electric License No: 2300-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 28 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors Notes: Inspector Signature: Date: June 24, 2015 Electrical 81 Compliance Form.xls OF SO�T�,P,= Town Hall Annex J� Telephone(631)765-1802 54375 Main Road ,1 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959CQ , BUILDING DEPARTMENT OCT -f4 2016 TOWN OF SOUTHOLD III BUILDING DEPT. TOWN OF SOUTHOLD CERT-IFICAT--IO-N Date: (_6 AILI� - Building Permit No. q 0 7 7 �~ Owner: ----- _ .---- (Please print)�-- --- - ----- - --= ._. _: ._ .�_-.Plumber• _ `' _.�,,. l-DIS =l_��� _ ... . _ ,� _ � - _ . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) - Sworn to before me this J day of O O 20 1 i o "KEV� DDD Notary Public,S __-_-�-_'County- OCT 17 2016 Steven W.Albanese BUILDING DEPT. Notary Public Stato of New York 'TOWN OF SOUMOLD Qualified in Suffolk County No.OIAL6633202 7 Commission Expires 11/15/201( _ 'Df SOpT�,ol cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- . [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:- �/��J/ �//,lam 1 s J J DATE INSPECTO CO OF SOUTyo� UOUNI`1,� TOWN, OF'SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [R� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE . .INSPECTOR � SOpT�, o�yco ,N TOWN OF SOUTHOL-D BUILDING- DEPT. 765-1802 'INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ]�FINAL SOLATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE �� g INSPECTOR O� O��OF SOUTyo! � o N O 0 rm,��' TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [vi/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:01 Fjovls� Fm L-0 f+w� H j DATE INSPECTOR OF SOUIy� cOUNi'1,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) REMAR7,� i- C)V,/ P, � d D L �d� 40 0 O' "e-, 6vvp Q IL, xz � r DATE O INSPECTOR '��2A SOUjyo� -7ZY Ulm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: e� C ul 0 Co IV c DATE J 2 INSPECTOR CHITCT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitcct.com March 30,2015 MAR 31 2015 Southold Town Building Department P.O.Box 1179 Main Road BLDG DEPT Southold,New York 11971 TOVV[P'or SOUTHOLD Re: MacIntyre accessory building 9875 Main Bayview Road Southold,New York Permit#38975 To Whom This May Concern: I have been to the site and reviewed the foundation, framing, strapping, insulation/caulking, rough plumbing and viewed the completed pressure test for the waste and vent pipes. I hereby certify,to the best of my knowledge,the aforementioned work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, fi/r}yr 3 A Mark IA Member Amenc,m lnsLilute of Arclutectme li / 1 0 • � • 1 1. I W ROUGH 11 1: 1 , �� STATE ENERGY CODE Mill/ M�A MRS - r 1 z� • 1 1 • r l l _ _` ! i WAM WMATAMMIL I/1 •� '21 / MM • 1 l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST $NIDING DEPARTMENT "!,Do yoiikhavv or'need the;following,,before applying? TOWN HALL -Board,of Health• -•• SOUTHOLD NY 11971L4 4 sets of BuildingPlans TEL: (631) 765-1802 b� Planning Board approval FAX: (631) 765-9502 ,�- Survey SoutholdTown:NorthFork_ .net •PERMIT_NO. x` _, Check '{ Septic Form• L� N.Y.S.D.E.C. Trustees Flood Permit Examined AY ® 7(11 fl Storm-Water Assessment Form 1 ;; Contacts l ?-:�Approved '7 ,20 BLDG DEPT y �" - �CDisapproved a/c TOVI OF SOUTHOLDMail t — >s Phone: lR� jos Expiration - 20 - Ysb- "; •�tr� 7'r;..- ;J1 ; APPLICATION FOR BUILDING PERMIT . . .. Date V/�C) ., 20y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. ; b. Plot plan showing location of lot and ofbuildings on premises,relationship to adjoining premises or public streets or areas, and waterways. ,r�,;, ;r: c. The work covered by this application may inotffr`be-coerieedbefore issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit , shall be kept on the premises available for inspectioii'througlio'ut 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 gmendmentg`or.other regulations'affec•ting'the property have been enacted in thedriterim,the Building Inspector•,may authorize; in writing,,the extension of theiperrriit•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,.INewxYork, 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`applicabie laws„ordinances,�liurlding�code,housing-code,.and;regufations, and to admit authorized inspectors on premises and in building for necessary mspectioris, '°(Signature of applicant or name,-if a�or`atlon) (Mailing a0ress of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, efecttician,plumber or builder ren Name of owner of premises I`ti, 41-1 Gl a .-- G s� (As on the tax roll or a est deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers-License No. , t +, :i.< Electricians'License No. Other Trade's License No. 1. Loca 'on of land on hich !ropospO work will done* �J Hos er Street $” " Hamlet P gra'-exalt' County Tax Map No. 1000 Section Block a6;$-gO%U' Lot~ Subdivision Eil ; _ pc '; Lot �._ 2. State existing use and occupancy of:premises and intended use and occu ancy f proposed construction: a. Existing use and occupancy b. Intended use and occupancy • 3. Nature of work(check which-applicable):_New Building iAddition t/ 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 nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear___L5 Depth Height A� / Number of Stories Dimensions o arse-structure with alteratio s or�additions: Front t6i Rear e _ Depth Height / Number of Stories .� Y, •� _ ,- j, tib% =I z ,, f 8. Dimensions of entire ew construction: Front -8c), J Rear 5o > Depth 4' `7 Height 2 ,Number of Stories 9. Size of lot: Front 1 .5 - Rear / 5 Depth 10. Date of Purchase Name of Formet Owner, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning laws ordinance or regulation?YES , NO 1-- 13. /13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES • ,NO-� 14. Names of•Owner of p remise >.� L(�, dcTress .'74.'�(.�t r U' No. p Name ofArchitebt ._ . :1=.j= �„ :„►:.t,A: :Addressj:rt. �., >>i;�: Phone No ; Name of Contractor Address,' t pair ' Phone No." 15 a. Is this`property within~'1`00 feet of•a tidal weiiaiid'or•a,-fresliwate'r wetlarid?•*YES' '' 'NO * IF YES; SOUTHOLD TOWN TRUSTEES''&,D:E`'C:PERMITS.MAY BE REQUIRED” ' b. Is this property'within 3`00 feet'of a'tida1 wetland? * YES' No ' * IF YES, D.E.C. PERMITS MAY BE REQUIREDp: y 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 Z - * IF YES, PROVIDE A COPY. STATE OF NEW YO ) COUNTY Olt C�Lcl a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) ab ve named, J' (S)He is the b- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this-application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed thereIN4K.- Sw:3to before me this 1 day of McW 2014 -�•lflpdt'�M ,rl lel MWt Notary Public 1f.®� "1 '�' o Signature of•Applicant Com����h����.►.� " i BOARD MEMBERS Southold Town Hall Uj Leslie Kanes Weisman,Chairperson ��®F SDyO53095 Main Road•P.O.Box 1179 l0 Southold,NY 11971-0959 Eric Dantess Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yi'o� (,�1 Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS I '',, r TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 I FOR 2015 I . FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 16,2015 ZBA Application# 6847 SE Applicants/Owners: Patricia MacIntyre Property Location: 9875 Main Bayview Road, Southold,NY SCTM#1000-88-1-2.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further requirements under SEQRA. 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. REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. PROPERTY FACTS/DESCRIPTION: The subject property contains 39,780square feet with 153 feet along Main Bayview Road,260.00 feet along the eastern property line, 153.00 feet along the northern property line and 260.00 along the western property line. The property is improved with a single-family two-story residence and a two story accessory structure as shown on the survey by Peconic Surveyors dated December 18, 2013,last revised December 12,2014. The accessory structure has a Pre-CO of record dated August 1, 1983under Certificate of Occupancy#zl 1822 confirming that the accessory building was built prior to zoning and therefore was built prior to January 1,2008. FINDINGS OF FACT: The Zoning Board of Appeals held a public hearing on this application on April 2,2015,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and the surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant. In considering this application,the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13) to establish an Accessory Apartment in an Accessory Structure and finds that the applicant complies with the requirements for the reasons noted below: Page 2 of 3—April 2,2015 ZBA#6847—Madrityre SCTM#1000-88-1-2.1 1. The Accessory Apartment unit will be located on the first floor of the accessory building. with an area of 749.4 square feet of livable floor area in conformity as proposed, as described and shown on the floor plan by Mark Schwartz, Architect dated February 25,2014 and signed by Mark Schwartz, and as confirmed by the Building Inspector in a memorandum titled "Verification of Livable Floor Area"750 sq. ft. dated 2/6/15and received by the Board of Appeals on 2/6/15. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with the code requirements as defined in Section 280-13(B)(13) of the Zoning Code. The owner confirms that the accessory apartment shall not contain less than 450 sq. feet nor will the accessory apartment exceed 750 square feet of livable floor area, all on one floor with only one full bathroom. 3. The applicant herein, owns and resides at the property and will continue to occupy the single-family dwelling as a principal residence in conformance with the code requirements as set forth in Article III, Section 280-13(B)(13)0,1-4), and as documented by a notarized affidavit from the applicant dated 2/4/2015, utility and fuel oil bill dated 12/31/2014 and a copy of the applicant's current Driver's License, which Expires 7/5/19. 4. The occupants of the accessory building will be either a family member or a resident who is currently on the Southold Town Affordable Housing Registry, and the occupancy shall not exceed the number of persons permitted, in conformance with the code requirements as set forth in Article III, Section 280- 13(B)(13)0,1-4). The accessory building will be occupied by the owner's son,Paul Katz as stated in an affidavit from the applicant and notarized on 2/5/2015. 5. The owners' plans comply with the on-site parking requirements and provide for a total of three (3) parking spaces, two for the principal use and one for the Accessory Apartment, utilizing the existing driveway areas, as shown on the site plan or survey by Peconic Surveyors dated December 18, 2013, last revised December 12,2014. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. 7. This conversion is/shall be subject to a building permit, inspection by the Building Inspector, and annual renewal of the Certificate of Occupancy. REASONS FOR BOARD ACTION DESCRIBED BELOW: 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: 1) The Accessory Apartment, as applied for, is reasonable in relation to the District in which is located, adjacent use districts, and nearby adjacent residential uses. 2) This Accessory Apartment shall be in conjunction with the owner's residence in the Accessory structure, and as proposed will not prevent the orderly and reasonable use of districts and adjacent properties. 3) No evidence has been submitted to show that the safety, health, welfare, comfort, convenience, order of the Town would be adversely affected. 4)The special exception is authorized under the Zoning Code through the Zoning Board of Appeals as noted herein, and issuance of a Certificate of Occupancy from the Building Inspector is required by code before an Accessory Apartment may be occupied. f r Page 3 of 3—April 2,2015 ZBA#6847—Maclntyre SCTM#1000-88-1-2.1 5)No adverse conditions were found after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. BOARD RESOLUTION: On motion by Member Goehringer, seconded by Member Weisman (Chairperson), it was RESOLVED,to GRANT,the Special Exception for an Accessory Apartment, in the existing Accessory Structure, as applied for. SUBJECT TO THE FOLLOWING CONDITIONS: 1. This Special Exception Permit requires an annual renewal by a Building Inspector in the Building Department. It is the applicant's responsibility to apply to the Building Department each year to renew the accessory apartment permit.Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 2. This Special Exception permit cannot be transferred to new owners That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE:Any deviation from the survey, site plan and/or architectural drawings cited in this decision, may 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 violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. Vote of the Board: Ayes:Members Weisman(Chairperson),Horning,Dante,Goehringer.Absent was Member Sch aider.This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing �1CY /2015 Scott A. Russell °sUFFQ`r James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US t JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Prp Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) NAME: �— �IVAME: c ADDRESS: ADDRESS: Telephone Number: Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; ; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x I I"Envelope&Appropriate Postage. DATE: Pro erty Address / Location of Constructio ork: 6�d SCTM #: 1000 2d? District Section Block Lot Required Documents for StormWater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed StormyWer Review Checklist. If No or NA are Indicated, Justification is Required. * * FOR 1NG DEPARTMENT USE ONLY**** Reviewed By: Date: A-prove 6/®� dd conal Information Required CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST �y h� DATE: l12q APPLICANT ( erty Owner,Design Professional,Agent,Contractor.Other) o •.� / / NAME: I U► d'Y�i� iKe S C T M #: 1000 / °l Telephone Number: District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explan tions,Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. ah g �)M 1 J Kf V c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. f e. Limits of Clearing& Area of Proposed Land Disturbance. 0 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 0 1200'el�ft IT :H nt- 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. 0 j. Location of proposed Soil Stockpile Area(s). == Z-- k. Location of proposed Construction Entrance/Staging Area(s). �O Y9 1 Location of proposed concrete washout area(s). 00 D d It 04— D G m Location of all proposed erosion&sediment control measures. �0 G. 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 Diawings foi stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 0 Q 1 b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) d. Leaching Stfuciiires (e.g. infiltration basins,swales,etc.) - a e v L FORM A SWOP Check List-TOS JAN 2014 Town Haff Annex 4 Telephone(631)765--1862 54375 Main Road ,,� q t P.O.sox 1179 roger.richert(Q Wn.8alttti0 .ny.us Southold,NX 11971-0959 W"ING DEPA IW ENT 'A'®WN OF SOUTHiOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 11u o, !p/ Q Date: Company Name: (�killO Name: D O Y k4 License No.: a j(� it-1 , Address: Phone No.: 57/(= JOBSITE INFORM ION: (Indicates requirk d information) —/ *Name: *Address: rep *Cross Street: *Phone No.: Permit No.: Tax-Map District: 9000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) � �//V� A/C (Please Circle Ali That Apply) *Is job ready for inspection: / NO. Rough I Final *Do-you need a Temp Certificate: S NO' Temp Information, f needed) `Service Size: 1 Phase 313haseAg� 160 200 300 350 . 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form PATRICIA MACINTYRB 9875 Main Bayview Rd. Southold,NY 11971 11/28/15 To whom it may concern, I am requesting an extension on building permit #38975 which expires 12-19-15. This permit is issued to Katz- MacIntyre 9875 Main Bayview Rd. Southold, NY 11971. Thanking you in advance for your attention to this request. Sincerely, Patricia K. MacIntyre Lilll NOV 3 0 2015 TRO, )(1111101 F) Town Hall Annex Telephone(631)765-1802 54375 Main Road Cs -,*C Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 4, 2016 Patricia Katz-Maclntyre 9875 Main Bayview Road Southold, New York 11971 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40778-Z accy. apartment TOWN OF SOUTHOLD PROPERTY RECORD CAR' OWNER STREET -2, VILLAGE DIST. SUB. LOT t C 14';-f t t..l_,1t •�` _—_i./t• "`. �:•�,ii�T l f Y��a t t,�..�✓�-f't4,r✓",�4 l+.�It�Sv � �`"" .»`"°N,�s,`V-�..,=7'� ...r*1,'�'� '�''�'.•'.•,��,..�' FORMER OWNER N E ACR 1911 S W TYPE OF BUILDING /)/I-AP'A j RES. C�7 /0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3 -L 12- /`316, t -4 11-ou E-) C>C U -J'- I ang�:�7 Ii it 4o + App , &-,07-) LOW6 'iDb L✓'-e lt�-\o ;4-o i4nd6--56,41,57-)o/4)'(" :3 Aln, 7 46 kr-,K! W A2) Hc, tZ6,tz" -)-,4 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Ac re Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD T DOCK r • � : • ■■■■■. ■..............■... ■...... . ■NONE.MEMO.M .■■■■ . 4 .. . .. .....■ONE.■■i■E■ENOME ..■.■ ■■ ■■OO■■■■■■E■e.O■■■O.�l. N=OON ■ ■ ■■■■. .■.mmom ON 014 No No ■■■■■■ f ._ NOON ■■ ■ ■ ■■ ■�■ ■■■■■■■■■■ L° .~� }s ..■.NOONNONE _ t _ ■ ■ ■■■ .NONE■mom■ NOON■ ■ ■..■C..■ .■mom■.■■■■ ■ s �, � , seriNo ME ON ■■...■■ fieri yr:Tr .■ ■■ ■ ■E■ ■ NOON■. ' r =, ■■ ■ONO■.■...■■■■■mom ..■ -- . z 'rct; •r �rr 7 TOWN OF SOUTHOLD PROPERTY RECORD CARD i OWNER STREET VILLAGE DIST] SUB LOT ACR. 5 t REMRK j waol 6z�z al le. -j'et TYPE OF-BLD. -r c(oPROP. CLASS 'M LAND IMP. 11 TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAN6 ,j' BULKHEAD HOUSE/LOT TOTAL SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS MASTER r °t PLUMBER HAM s GILBERT S TASTROM This certifies that the BUSNESS NAME bearer is duty GIL TASTROM AIRBORNE INC licensed by the U -N—w County of Suffolk 04/18/1996 3268-MP �e2a,�7?.at�t1 camNsabn.r EXPRATION DATE 04101/2018 - GRAD/NG PLAN 4' APPROVED F.F. EL 10.1' PIPE GRADE EL 8.5" 17NI9lE0 GRADE £L 7.5' 1 LE rwoa4L 7.5' l.E. I.E. LE. 6.75' TANK 6.25 6.0' . J Q'O LEApMM N POM 1 aEur sAAD PROPOSED SEPTIC SYSTEMNATER EL. T.3' SURVEY OF PROPERTY (FOUR BEDROOMS) "'T s AT BA YVIEW TOWN OF. SOUTHOLD [8] 10' DIAMETER x 2' DEEP SUFFOLK COUNTY, N. Y. LEACHING POOLS 1000-88-0.1-2.1 [11 1,500 GALLON CYLINDRICAL SEPTIC TANK SCALE.' .1'=30' DECEMBER 18, 2013 DECEMBER 23, 2013 TEST HOLE) TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF FEBRUARY 28, 2014 PROPOSED BLDG. & SEPTIC SYSTEM) MARCH 7, 2014 (REVISED SEPTIC) HEALTH SERVICES SPECIFICATIONS. MARCH 13, 2014 (RAIN RUNOFF) EXISTING SEPTIC SYSTEM TO REMOVED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SPECIFICATIONS. / r6 F G_ y o <,o oe~ AGS G y Pis pel a Ick. k�� � ,.0 +\� �yTo 0 0� � TEST HOLE ' + }�� ' •til`- y 0 •�• ,50 GF, � CSN ti3r {� ZONE X OK 045W , Ik ZONE AE �k�' G� y (EL 6) 1, TEST HOLE DA TA McDONALD GEOSCIENCE 12/„20/2013 EL. 6.3' 0.5' DARK BROWN LOAM OL s BROWN SANDY SANDY CLAY CL a � 3, �O� , �js� PALE BROWN tF7NE SAND SP 1 EL. 1.3 5' RAIN RUNOFF COTAINMENT FOR ,��► PROPOSED TWO STY. BOLDING �L WATER IN PALE B001W FINE SAND S' BUILDING 750 sgJ1. '9 •750- j, l x 0.17 = 1 127/22.3 = 5.7 VF. � r�D i.�A'_jF% r3' PROVIDE 2 -DWs 6'0 x 3' deep or egt/ol NO 7E. WATER ENCOUNTERED 5.0' BELOW SURFACE 1 � w 1 LL tc, -acs ,L.c''se -to G 4 i) fek �-1 r) M f-Ci Ty f.c:, (o N `f�/q/t S 31,56-r) 01-1 3 �F6 e G FLOOD ZONE FROM kLOOD INSURANCE RATE MAP MAP NUMBER/ 3610�C0166H SEPTEMBER 25, 2009 ELEVATIONS REFERENCED TO N.A.V.D. 1988 4 LOT NUMBERS REFER TO MINOR SUBDIVISION DEERFIELD FARM" FILED IN THE SUFFOLK COUNTY C4ERK'S_ OFFICE ON MARCH 27, 2001 AS FILE NO. 10596. I am familiar with the STANDARDS FOR APPROVAL `� % AND CONS7RUCTION OF SUBSURFACE SEWAGE a c� ,�,� � �,� 4 DISPOSAL SYSTEMS FOR SINGLE FAMILY.RESIDENCES AREA a39 780 SQ. FT. and will abide b the conditions set forth therein and on the 1 <aL° " c°' Y � ,..�.�'- . LIC. N0. 49618 permit to construct. ANY AL 7ERA 77ON OR ADD177ON TO THIS SURVEY IS A KOLA 77ON 116ECONIC VEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 The location of public water, wells and cesspools shown hereon are EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS P.D. BOX 909 from field observations and or from c� to obtained from others. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 7RA VELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTNOLD, N. Y. 11971 13-307 GRAD/NG PLAN 4' APPROVED F.F. EL 10.1' RPE GRVTAW fNNISV/ED GRADE EL 7.5' LE.7.5' /.E. LE 6.25' 6.0' d'/LEA01" N PM 1 PROPOSED SEPTIC SYSTEM L WAX? EL. 1.3' SURVEY OF PROPERTY (FOUR BEDROOMS) "'T� � AT BA YVIEW TOWN OF SO UTHOLD [8] 10' DIAMETER x 2' DEEP SUFFOLK COUNTY, N. Y. LEACHING POOLS 1000-88-01-2.1 [1] 1,500 GALLON CYLINDRICAL SEPTIC TANK SCALE: 1'=30' DECEMBER 14 2013 DECEMBER 23, 2013 TEST HOLE) TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF FEBRUARY 28, 2014 PROPOSED BLDG. do SEPTIC SYSTEM) MARCH 7, 2014 (REVISED SEPTIC) HEALTH SERVICES SPECIFICATIONS. EXISTING SEPTIC SYSTEM TO REMOVED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SPECIFICATIONS. Abandonment of existing conformance Ivilh de_arr sanitary°ystean mtast / I� ;.nt re ua,LaraA in c co?rapleta farm�;'�alet- ) g - rat submit c 1 t 1 as proof. Su-,7oi�c COc1,aTY DEPA,,RT',1,-,-NT OF H EAI TI•-I SE��111CCES ' 'a—,i•w1 F0'\A L- MAY6 820147. i 7_ 6 off' ToTr.a f4�.r ,t �' .:+ .,�f�ti00t.+?EXPIR- l� �n ' �r c •'REE ;<A7RS FR tP.!t"°;•''.T a=Fpr'.0VT.1 JK P3 �9 O QA` Oma LMOT Se gv0 `L1► !€r COLIMY Do;A0 1nsnc! 4 cf Q,r�fF1c �, �•e oc852-5700 (� �.i_i. C}�1-s?::a:t:�► SC�tic � J l,f Z!! V 5..�_.'5 7 0 0, 48Houns In QS. d h�• r �qP} m h 0". "h r Q .o, �QO /J � TEST HOLE 0 5 .�cfl .,T� • (EL. 6.3) rnb 40 ZONE X 41 ZONE AE k$ Bli TEST HOLE DATA McDONALD GEOSCIENCE •00, 12/20/2013 09�J 9�'Q EL. 6.3' 0.5' DARK BROWN LOAM OL 9� A oR BROWN SANDY CLAY CL PALE BROWN FINE SAND SP EL. 1.3' S WATER IN PALE BROWN nNE SAND SP �L 9� 13, NOtE. WATER ENCOUNTERED 5.0' BELOW SURFACE' FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO166H SEPTEMBER 25, 2009 ELEVATIONS REFERENCED TO N.A.V.D. 1988 .��f P-!Eta✓ LOT NUMBERS REFER TO "MINOR SUBDIVISION DEERFIELD � air»�. FARM�� FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE w ^kV a ��fi ON MARCH 27, 2001 AS FILE NO. 10596. . ,� � ,a P I am familiar with the STANDARDS FOR APPROVAL • 4 ' AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AREA=39,780 SO. FT. •, � a � ' and will abide by the conditions set forth therein and on the r. �.�-'� I Y.S. LIC. NO. 49618 permit to construct. ANY ALTERAT701ti OR ADDI770N TO THIS SURVEY IS A WOLA TION EC6N1 t� YdRs, P.C. OF SECT70M 72090F THE NEW YORK STATE EDUCATION LAW. (631) 7 20 FAX (.C. 765-1797 The location of public water, wells and cesspools shown hereon are EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERT7FICAT70NS (O. BOX 909 from field observations and or from rfbta obtained from others. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 13-307 WHOSE SIGNATURE APPEARS HEREON. SOU T HOLD, N. Y. 11971 SCDHS REF. No. R10-14-0029 JUN 11 2ro SURVEY OF PROPERTY AT BA YVIEW TO WN OF SOUTHOLD SUFFOLK COUNTY N. Y 1000-88-01-2.1 SCA LE.• 1"�=30' F4,41,'/,/ OL IC e DECEMBER 18, 2013 `SuFFoLK COATY DEPARTMENT OF HEALTH SERVICES DECEMBER 23, 2013 (TEST HOLE) FEBRUARY 28, 2014 (PROPOSED BLDG. & SEPTIC SYSTEM) VICES H.S.REF.No O'Cov) MARCH 7, 2014 (REVISED SEPTIC) NOVEMBER 3, 2014 (FINAL) Based on the information submitted,it has been determined that this DECEMBER 12, 2014 (REVISIONS) project does not require additional sewage disposal or water supply MAY 21, 2015 (REVISIONS) facilities. Total Maximum Bedrooms 6711045 10 _7 Date Offic ,�fastewater Management IV t<Ns & o eJO� SEPTIC LOCATION 'A B �� \ 0 ST 31'9* 37'8* 11 .19 4;11- DP1 44' 474* 01 DP21 45.3- 1 507- 1 0* 4,, 1P 4P 4P 001 4P 4P w, A, TEST HOLE ZONE X 5f O ARBOR ZONE 'C4 rt, ld� (EIL TEST HOLE DATA V McDONALD GEOSCYENCE 1212012013 EL 6.3' — 0.5, DARK BROW LOAM OL �F�J , aT Q �eF BROWN SANDY CLAY CL 44 PALE BROWN nNE SAND SP 0 EL. 1.3' 5' WATER IN PALE BROWN FINE SAND SP 0 NO TE.• WATER ENCOUN 7ERED 5.0' BELOW SURFACE FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103CO166H SEPTEMBER 25, 2009 F IN v� it ELEVATIONS REFERENCED TO N.A.V.D. 1988 LOT NUMBERS REFER TO "MINOR SUBDIVISION DEERFIELD FARM" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 27, 2001 AS FILE NO. 10596. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE4�-ro DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AREA=39,780 80. FT. pqu and will abide by the conditions set forth therein and on the N.YS. LIC. NO. 49618 permit to construct. ANY AL TERA 770M OR ADDI 77ON TO THIS SURVEY IS A WOLA 77ON PECON/C SURVEYORS, P.C. OF SEC77ON 72090F 7HE NEW YORK STATE EDUCA77ON LAW (631) 765-5020 FAX (631) 765-1797 The location of public water, wells and cesspools shown hereon are EXCEPT AS PER SECTION 7209—SUBDIVISION 2 ALL CER77FICA77ONS from field observations and or from data obtained from others. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF' P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET .1 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 13-307 anal-� � � ., RECEIVED _ N�• �-;��P���� _ FEB A � 2095 /3OW ri 019 Doop, FOR ZONING BOARD OF APPEALS ` C5� 4260qS 30frj /3?pAaa M e j.G,5 - 4. 1 -R W J •r I........................... ........... gf , . . i7 N I �. .........f C�-�' .. i 7k u ORgr SCALE: 11W a 1' •••�••• a WORK SHOP SCALE: 1/81,= 1' iov sutM LMNG SPACU-749A tq t �, i S� • 11D.«3r r PD A 6m,de,3S6 r A _ I yosu���t�c� TOWN OF SOUTHOLD G y� Fire Safety Standards ca Accessory Apartment Operating Permit Al� . =° . := a•= N& 00xx � Krin as K — ATZ KINTYRE RM ' = ~ ... A`y~� �,,�� a ` Name�� nrner ^ = =i ei ME Conducted i P CCESSOR`iARTMENT A .. A a� nt I Al V31-161_A 111k-d' MEN " :. a = 3 LOC t MAIN B� IEW RD OUTHOLD 1 -2.1 a ; :. Addr` Village p q : I— AM w ; OCC U PAN CY � � f (Allowed Capacity) TOTAL 2 Is in compliance with the requirements of NYCRR 9B and the New York State Uniform Fire Prevention and Building Code, and the ordinances of the Town of Southold applicable thereto and rules adopted thereunder. Expiration is (1) year from date of issue. In compliance with Town Code the operator is responsible for arranging for the annual inspection. OCT. 2016 Robert Fisher Date of Issue Fire Marshall This notice must be posted by the main entrance at all times. REVISIONS t i. 03 i T L! ' O c 'i 1 _�.�._ --,-1- ' --TL_'____' _�..-•-- -1.--'.r-r'.---a._i._-'----.�_...T-1�_.' _.__•.�,1_ v y ,�-. .'�__��� N - - -�- -r r-�- �� I -' LL I I ` t -00 i I 1 1 1-1--L I TI - TLT FRONT ELEVATION SCALE: 1/4" = 1' o F- F- -T zW w o - - - - -- -- --- - -� -._I _ _ _ T--- ;-141 L�_iL_..� 'I TiT._� Y_..-. Ln I _ 1 O 1 1 - l--•l i i � y_�' i• i �. T...-T--- � .—i,a.� 1 -�-�- i -ri- N N i r z i -J, 1i - N __i 1 - 1 00 - I i T ! ; ; ' I t - �- ':� E--____--► - i ' �-z- �—Co ( j _ iin eT r-r � �Fs4 , i i T i j -- -i — I _ �_ ( 3 f _L i .L T t r—( — DRAWN: MH/MS SCALE: 1/4"=1'-0" RIGHT ELEVATION �, > / JOB1, " >�„�,�� �` � ���`�' �� May 21,2014 ' SHEET NUMBER: SCALE.. 1/4" = 1 U7-7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUSH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEI VINS FINAL PAYMENT FROM OWNERS. REVISIONS TTI Z. a ;- _ ------- ` -- -_ _ - ---_ rill F--FT T ---�I + 1 T� i i T i �+ I �i—i -j�`7��f��7�— [ � ' i.i T-1 I 1 ,!_.L..,..i_. ._ I i i��.- J-._. �-L___t-._.L�— ~ I ; T -i ^� � r T� ( i i N s y z - - - - I r 1 � I j y r ti L T _ �il y T i { i T O IT I ` I 1 TiT � , + I co i i Al- REAR ELEVATION- SCALE: 1/4'" = 1' � o O ¢ a W Tr T-- {_T1 -- - - I I l i I I I j I l j j I CJ Q — ILL I T L '�•1 00 T-i IT co Ll I `t t it e: DRAIAN: MH/MS 171 A SCALE: 1/4"=1'-0" JOB 4: LEFT ELEVATION May 21,2014 SHEET NUMBER: SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS -2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AMC)HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 30'-3" 5-43/4-" 4'-4" 20'-61/4" 01 L d / a d • u 1 1 L' N �'U t='J C'G�,• r 4 . ��`La t'� l�`IZ D'4 1 • 5'-43/4" 4'-4" 20'-61/4" . . . 6'-113/4" 9'-61/2" 4'-0" o a FOOTING UNDER ' U BEARING WALL ABOVE- 1 0 N a TW2632'0 N X8 DF#2 HDR. D " 1 jrj cC ■ �a •--`:� i» m _C14 Ch N I -1 y� 1 ° d J4�_ � ' v't; �J' z" jjq � p a ilp i /� `r.. Z) c `✓ (2)11-718"ML '� ■ I •�eT s. u' 7' �1,' . ;.'p 0. 00 _ ■� a .� :. '.6' 21/4" '-4'. :. 7'-5s/a '�1'a 15'-3" A ---- --- X a A I 1 ---- ---- I� I m 2'-0 0 ° ■ e IvXT --------- M ox o ■ �, N Ln 00 ` ' V1 ¢ z N (2)2 8 DF#2 H R. (2)2X10 DF#2 HDR. T-0" AW251-3t'- F. \ N 00 mN ko 4 21/2 X 6'-8 1/z" 7'-81/2„ �° °' 1 Ca 1 coK_ _ - __ __ ------- v __ J• D I C C ,- I� 't o 00 x o ► I 15-011 vN ■ 1.PERIMETER FOOTING TO BE MONOLITHIC POUR,16”BELOW GRADE, Mu'k I 16"WIDE AT LOWEST POINT,SLOPING INTO FIELD AT 45degrees.. p REINFORCE WITH(2)#5 CONTINUOS REBAR. m '-0" x N 2.FOOTING UNDER BEARING WALL ABOVE TO BE SIMILAR TO PERIMETER LU } FOOTING,SLOPING 45degrees BOTH WAYS INTO FIELD AND REINFORCED > z WITH(2)#5 REBAR.FOOTING TO BE 16"BELOW GRADE AND 16"WIDE } AT LOWEST POINT. m i 3.SLAB TO BE 6"THICK OVER COMPACTED CLEAN FILL.REINFORCE WITH Z FOUNDATION PLAN 6X610/10 REINFORCED WIRE METAL MESH THROUGH OUT.MESH TO WRAP DOWN PERIMETER FOOTING. r 1 SCALE: 1/4" = 1' �' ° 4.SILL PLATE,AT ALL WALLS,SHALL BE 2X4 ACQ.EXTERIOR WALL PLATES � ►�. tl1 — — (2)2X10 DFa2 HDR. _ — SHALL BE INSTALLED OVER COP-R-TEX TERMITE SHIELD OVER SILL SEAL. 00 8,70" 5.PERIMITER SILL PLATES SHALL BE SECURED INTO FOOTINGS WITH 5/8" SLIDING DOUBLE BARN DOOR II DIAMETER ANCHOR BOLTS WITH 3X3 WASHERS AND NUTS.ANCHOR 71-6'1 7'-6" 1).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. BOLTS SHALL BE EMBEDDED INTO CONCRETE A MINIMUM OF 7"AND SPACED NO FURTHER THAN 57"OC.INSTALL ANCHOR 139QT> 1I N 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. i'FROM ALL SEAMS AND INTERSECTIONS. r ,, 1 15'-0" 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE § BLOCKING AT 8'-0"O.C.AND MIDSPAN. DRAWN: MH IMS a ,+ SCALE: 114"=1'-0" WORK SHOP 5).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF fi ` �r, # ��?""";�k� r, JOB#: OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. .�, > May 21,2014 SCALE: 1/4" = 1' ��' SHEET NUMBER: 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE `� 3 � ✓� APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ,,f Q 146 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ERs 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. ROU!sH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVINS FINAL PAYMENT FROM OWNERS. REVISIONS 30'-3" 18'—71/2" 8'—0" 31-71/29" 7'-6" 11'-11/2" 4'-0"' 4'-0" 3'-71/z" TW3046 TW3046 (2)2X6 DF#2 HDR. (2)2X6 DF#2 HDR.DORMER 1 1 4'-0"PI ATE 4'-0"PLATE HEIGHT HEIGHTku p t7 1 1 Cc A A 4 1 I ; / SLOPED 1 / ROOF AREA,930 SQ.FT. �_-_--------CEILING--_------_� ------------- _dY- '/'11 LL AT 100%WATER RUNOFF:156 CU.FT. --------- 10 PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS - , , I N�k O DRYWELL CAPACITY:169 CU.FT. --------- - X t — - - — - — - ^— - — - W , , n, Ln .c,-1 N O j p — --------- , U ' ----------------------------------------------------------- ' SLOPED rn CEI ING �p DRY WELLS TO BE 10'MIN. AWAY FROM HOUSE p 1 1 1 1 T1 , � � (Do o - 1 \ 1 1 1 1 1 � }- r+ e Q o O en � � O Ln LL NL) i i I i I 1 4'-0"PLATE HEIGHT c rn00 Il Il Il In zzzzzzzzz' 0) Q cxv 0. 1 Do 00 N i 1 _. ----_--._--,.--_-._----- --------- _-_-------_ - _ _._._____- _ _ ______-._, i , r--------- �---------- -------------'--------- r ' -------- --�---------------------��- --------; t „ , I rl I + ID + r + rl 1 „-------- - JP ----- ---- - - -- -- „ 1 L 12 LL I , ` 1 12 o o I f A ' �� �� 1 ,N N� 4'—91/2 I :ujz F-�I •(2)2X8.DF#2 00 1-3/4X11-7/8 ML RIDGE O 0 ' q O Ln C) LU Lu = 1 [~+ 12 " I� I �O JI 1 Q „ O I , 1 1 Lu u --- -------------------------------------- ----- -------------------—---------------- ' p -16"OH ; ( YP.) 3 f \ y 1 , (2)2X6 DF#2 HDR. 12 X TW3046 3 5/8f d I r, ROOF PLAN /2X8 DF#2RR anl6"O� 15'-0" 15-3" SCALE: 1/4" = 1' 30'-3„ w 1).INSTALL 2X6 DF#2 COLLAR TIES AT 16"O.C..it Z + 1).MAIN ROOF PLATE HEIGHT AT 4'-0".DORMER PLATE AT 8'-0" Q (2)2X8 DF#2 ; 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. m —I 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. Z 0 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Q _r i f + DIRECTLY TO THE DECK ALONG EAVES. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. O STORAGE 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.1N AREAS W/ 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE (` U) r 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 00 SCALE: 1/4" = 1' MICROLAM HEADERS. 15 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS + WITH ROOF AND SIDE WALLS(TYPICAL). 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING .-,!y 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ',q -, MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 12 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS I , Cw`�- 10 � + COMPLETE. � P. � 2X8'6F#2 RRna 16"OC 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. =i. ', DRAWN: MH/MS . ' USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT SCALE: 1/4'-1'-0' LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. JOB#: USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT f May 21,2014 16"OH - _ - - - CUTTING INTO SHINGLE SURFACE. � ii;wv .�+2' SHEET NUMBER: �.. e PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAW NCS,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 SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A4 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 SHEETROC<ING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE 2X$RR @16"OC 2X6 DF#2 CJ AIVOC 2X6 DF#2 CJ @16"OC ' 2X8 D1#2 RR @16"OC (2)2X8 DF#2 O , VALLEY I 2X4 6X6 10/10 2X4 ACQ 6X6 10/10 00 PLATETE WMMWMM PLATE 6" CONC. SLAB I C) Ljj GRADE6►1 ;:..:- _a --------:. .L.- ._ __.w.w__.. ,;r.www._�__. ..:__.:._ .._:._K�_...� rfn' 'ta y 4 y — - - — 3/4"SUBFLOOR CN "T 111 D-i F 1 cV U 7/8 1 0 WOO 1 @ 6 OC EHI l CONTINUCj�I -.' 11-7/8"TJI110WOODIFI@16"OC Lill!- I #5 REBAR ll41-314X11-7/8 (3)1-3/4X11-7/8 (2) 7-1/4 ML I z Ln ML fLUSH BEAM ML FLUSH BEAM v °' Rq►� lil i{! i ��!! �• ��I_It ;I �l =1ll-l=illl=lI1p I I;Il1 I 11 —=-.—iILiISI 11111 d U rom`m° 00 c MONOLITHIC FOOTING (1[YP Tfl 7 m 0 I 6"CONC.SLAB .•�..:�.y ,'SY..�....Y,.w.. .•y... .y:yya..y.. ..j.. .R.y..R...+..- may.. .97yy,♦...y.. ..r.. vQ.y,.rR...r.r �V... �Q.:yv"R.y.... ..:�.y�.•�rR..yw. MONOLITHIC ` _ — e ,�• FTG.(TYP.) (2)#5 REBAR U I� SECTION A-A x SCALE: 1/4" = 1'-0" a o 0 7, F_ 24"OC 4" }moiIf F--� o � ( I I � f I (l O b ! 1 �� � o 1 I ! I •• i I I ! II( W A Y105TA1NLE555TEEL i OR GALVANIZED j 1 ! I ' �r / 1 1 I / 7 \ 1•LI n I WOOD SCREWS W/ ,I „ i t • , T /� •• r ti I WASHERS�12"O.C. U I 11 I � I 11 I � I ( , I I 12" 'I ' ti ► I 12"0.C. 12"OC 411/2• +'IlI'Il�I! j`�i -�I/(I I •• I'!I I I�Il I�i I` I II/ •• I{(I i}1/ I�jI`1\1` jIy�, �Ii • I(/�/"/I lI``1 I�Ii I//r• • 11/4 a ♦ V 3/4"APA PLYWOOD SHEATHING (P'MA RATED SHEATHING I ( �GRADE PLYWOOD (ALTERNATIVIVE.7/16'OSB) I /2'APARATEDSHEATHING GRADE PLYWOOD 1I/4 (ALTERNATIVIVE:7116"O.S.B.) 3 l 3 • i 110 STAINLESS STEEL 7X4 DF#2 .I. � !LJ } OR GALVANIZED STUDSSCREWS W/ APROVED WOO WASH Rsa1z^D.C. WINDOW SILL SLOPE 1/4"PER FOOT 4"C1SEPTIC SYSTEM 0 m• • PITCH TO DRAIN TRAP HOUSE TYPICAL WINDOW OPENING Z O ORGLANIZED WOO WAS 1)SCREWS W HERS 4 12"O.C2J�(LESS THAN 4'-1 OPENING) amsramLEssSTEEL PLUMBING SCHEMATIC = TYPICAL DOOR OPENING • • • • • ���/J (LESS THAN 4'-0X5'-0"OPENING) 2-MULTIPLE PLYWOOD ASSEMBLIES 00 O 2X4 DF#2 STUDS CONNECTED 00 TOGETHER WRIT STAINLESS STEEL I� OR GALWNIZED BOLTS W/WASHERS AND NUTS @ 7-0"O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) A gge,,ttA ` K+�F Sit ryv. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL A AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161, " � SCALE: 1/4"=1'-0" 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 JOB#: 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. y „ y4' May 21,2014 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. - ` SHEET NUMBER: <a .. IN 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. 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(2)2X8 DF#2 HDP. 1 i p - .-..-.- sz- } 1 t- -tto -11" N J ' ---——---——---.- `y———————————————————------A———————————————~————————————————————— C14Yt, ' t77 iI - (21 11-7/8"ML -- r t#4RE$AR ----------- --------------------------------- � � ---- ---- � � >, -------- iry X -- - -- av --- ---- 7 X N L _ ~ , M _ _ _ _ _ _ EXIST#NG _ _ _ _ i (2)2 8 DF#2 1i(3R. (2)2X10DF#2 HOR. i 31-0VA1V251-3 �1 lt7 p \J —2 € fz—6' 41-6 15'—`' � d G 6t-8,3 �f—�et lti � i� `j WALL LEGEND KA) O --------------- WALL TO BE REMOVED 7t (Y - Q v o EXIMNGWALL 11-7..,"TJi 110W FJ r 1fi"OC ' % tfff� NEWWALL 1`J'—o" I 1i 1.B"CONC.WALL MT.) EXISTING BARN NOTE: y ' — 4i DIMENSIONS OF EY.LSTING wALL.S AFE momFLI~d-mm WALL 2,16"X3"CONC.FTG,w/(2)MI5 REAR,T BELOW.LRAD - Ifiv - J [ ,-ts IX4�4-4l2,2X6 n 6-4/2' FXT.:2X4�4-"' , ,fiXb 6 L�s ] V X33 ,. .. i M 3.4"CONC.SLAB(TYPICAL) �� �� ......._ _ >. !~a L?tMEht aQ*.5 OF t�LE,�I WALLS ARE FROM STUDS ;' ..i z v ; [EXT.!INT.:2X4=3-1,12",2X6=5-1l2") 4.SILL PLATE,AT ALL WALLS,SHALL BE 2X4 AC@,EXTERIOR WALL PLATES 4D , , �� SHALL BE INSTALLED OVER COP-R-TEX TERMITE SHIELD OVER SILL SEAL. < J { tri m 5.PFRIMITER SILL PLATES SHALL BE SECURED INTO FOOTINGS WITH 5/8" z FOUNDATION DIAMET€R ANCHOR BOLTS WITH 31(3 WASHERS AND NUTS.ANCHOR BOLTS SHALL 8€€MBEDDED INTO CONCRETE A MINIMUM OF Z"AND y y 1SI�ACED NO FURTHER THAN 5?"OC.INS T ALL ANCHOR BOLT NxgTHIN 0 SCALL: 1/4" = 1 T FROM ALL SFA*:S ANL?INTERSECTION'S. I- - — (2L2X1©DF.'-.'2 HDPL — — J 91-U SLIDING DOUBLE BA:4N DVOR 7'—6" 1).PLATE HEIGHT AT S'I~i"UNLESS OTHERWISE NOTED. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 LSF#2 STUDS AT 16"O,C.. 3).EXTERIOR SHEATHING TO BE 1!2"THICK FIR CDX PLYWOOD. ✓yY% ;" ''`�f�! �4+ 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 9-U'O.C.AND MIDSPAN. DRANXN: NIH/MS 5),ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS ON EACH SIDE OF { E �' SCAT.F.: i/4"=i'-0 WORKSHOD S _ : ' '." ,. , JC I #: OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM � < v HEADERS, June 11,2014 SCALE. 1/4" 1' SHEET NUMBER:MBER: b).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADE`;WHERE APPLICABLE.PROVIDE DEBRL-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Ak N.f N0,0 FASNT£R TO MIME.b. .FAINT Ati Lji.l7#t fC+GfS To MAINTAIN LONTft,+.CTb4 SHALL Na?TEf-AP.CH{T'£t'T of ANY i3SSCiLfFANCi£S g'1VJffN THE CjRAt'='.'iN,S,THE SF£CSfe,�ATibNS.A?�rJ THE f3fLL CONDITIONS.ANLz SHALL RECNiEST CLARSfICATS�7N S3££OF.£L`v5A?v§fivilNG tkiG+Rs<..Lt�NiR.ACTk?R SHALL V£R!f�'ALL r - aEN�RAL iaDh'RAG7QR TC COD'R.'�.MA'£H=,—=Ti?.Ca GNiH O,LR-.._' .0 f' AI'- OVAL L'f a1L /EN +"L G 'RAGTOR 51-i.=.;,L SE iR£S"ONS! L£�,�'Fc A:.LJiLGhdG Dr+RT'-' ,*iT i'dStCTSCY.S i<A'kNL+fAtTiJP.fRS itJARRANTYAND SH-A!!Hf SNSFfr'i fD TtJ IiEP.ifY ALL tYJCfF.tG. SITE.fNtLtiDti`:G£tUij L7?N{,AND SITE CLEWNW-Fs ftH?fSflflif±iY Of fQtHP.MENT AND MATtR3AL5,AND REMEDY ALL MtRfP.4Ntif5lXi!TH ARCHYifC'•f PF.tpR TO T!tf ti?hAi.4fN'CfMfIdT C"iR CCiNT?N1!-4T!t9N F i*h3oK RoJaP ELECTRIC,fl-'UMVNf-.ANC+VvAC MI--R TC INSJ'_ATIN s AN:^,SW :+CK1N i AND SHALL SECURE T4E C of 0 F TRIO R T.^_RmcvviN s rNAL PAYi?T_N7 MC" REVISIONS 18'-74/2 8'_0n 3'-71/2" 611 4"-0m 3'—7 f4- TW3046 TW3046 t2)2XI5 DF#2 HDR. 1-212X6,DF#2 HDR. 4t-co).PLATE 4+4'PLATE HEIGHT HEIGHT SLOPED CEILING ---------- ROOF AREA:930'.Q.FT. AT 100%WATER RUNOFF-155 CU.FT. IN PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS. --------- 174 ID '11, DRYV,'ELL CAPACITY:469 CU.FT. ------ ---------- x 0 Ai Y----------------------------------------------------------- SLOPED 4 CEI G (D "4 - - DRY WELLS TOBE 10"MIN. ---- ---- A PANAY FROM HOUSE U) 44 8, 4 ;S 00 a 0 L q— N 0 4'-O'PLATE HEIGHT 69 ' A, 2X8 DFA2 1(QlA,"04C f14 60 DO ----------- ----------------------------------t ---------- C"t A u- 3X8 t A co 4/- co X X, 4)-91/2), A!1 LL 4714 (2)2-AS DF#2 r i ; >e u C, 00 1-3/4XII-718 ML RIDGE { , + �( 0 f:4 J r- fl - "tT u 94 u,12 e-4I Lu 0=!I 2X8 DE#2 RRE-16"ID <9 6 (D f Af - --- ----------------------- -------------- 16"OH (2)2X6 DF#2 HDR. 12 TW3046 DFX0.J0F DI A RI ; j 2XS DF#2 221216-0C 15Y-0" 15'-3" SCALE: 1/4" = l' 1� 30'-3,) W .0 13.INSTALL 2X6 DF#2 COLLAR TIES AT 16'D.C.. At 1),MAIN ROOF PLATE HEIGHT AT W-O-.DORMER PLATE AT 8"-0- < (2)2X8 DF#2 2).APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. —- —-—-- EXTERIOR S AT 16'D.C.. 0 2).EX UOP WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS t 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND < DIRECTLY TO THE DECK ALONG EAVES. 3).EXTERIOR SHEATHING TO 13E 1/2r THICK FIR CDX PLYWOOD. STORAGE 4).USE 3DOFELT UNDEPLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 41.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR co MICROLAM HEADERS. 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS "CALE: 1/4" l' WITH ROOF AND SIDE WALLS(TYPICAL)_ 511.ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGPADESV�MERRE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 4 12 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETEYX PN - 2XEIi 617#2 P Rj2l6'C)C DRANN.'N: MH MS 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. t USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT SCATT: 1/4'�--V-0' 1 1 Si -_Alt, LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. JOB USE 6 NAILS PER SHINGLE.NAILS ARE TO 13E FLUSH WITH SHINGLES BUT NOT t June 11,2014 ---------- ---- CU TITING INTO SHINGLE SURFACE. SHEET NUMBER; 16"OH V", A-4 PAINTER TO MIME AND PAINT ALL DOOR EDGES TO MAINTAAN CONTRk__TOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BM.VEfN THE DPAWNGS,THE SPECIFICATIONS,AND THE FIELD CONDITkINS,AND SHALL REQUEST CLARIFICATION BEFORE 1001AMENICiNG WORK.CONMACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COOfRVINATE MIErzTKlr.UT114 OXNERS FOR APPROVAL OF ALL SsNaRAL CONTRACTOR e"A«_L 13E RFSPONSILFE fOR ALL BUILDING DEPARTMENT INSPECTIONS MlkNUFACTLIRMS WARRANTY AND SHALL PE INCTIEC-TED TO VMIFY AU.'QMpX DIMENSIONS AND CONDITIONS AT XS SIT'-:.INCLUDINC,BUILDING AND SITE CLEAkANCSS FOR DELIVERY OF FOIlMiENT ANDIMATEPIALS.AND RENAE—C ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION Or AYORK ROUGH ELECTRIC, AN'=)14VAC PRICR TO INVJLATIN,S AND SPEE—ROCKIMr. AND SL4ALL SECURE T!E:C of 0 PRIOR T^,'RECEIVING FINAL PAYMENT MC-1 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE �i 3 HEADER RIDGE LEDGER BATHTUB V©o ©V DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC N ti WALL STUD THROUGH-ROOF EXHAUST N I� VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP :LL RIM BOARD VENTILATION CHANNEL U Iii ° as RAFTER AS REQUIRED \� O SILL PLATE(S) RAFTERS MAINTAIN VENTILATION U WOOD JOIST oS FOUNDATION BLOCKING b TOP PLATE BLOCKING 2x4 LEDGER 0 STAPPING ATTACHED TO WALL STUDS a AND ALLL WINDOW/DOOR DOW/DOOR OPENING JACK STUDSUDS FASCIA ATTIC SHALL BE PROVIDED WITH A 2x4 SOFFIT JOIST MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDSONTIN. SCREENED VENT ` RESISTANT METAL MESH WITH MESH ON ALL OPENINGS i� + OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14•• LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / `� �� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TOEACH RAFTER ON ALL OPENINGS i 2ND. FLOOR WALL i i RAFTER a \ O WOOD JOIST z i> ���11 TOP PLATE Fes{ U GIRDER/HEADER:F FFnn�i//11 O - 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I ,--- SILL GASKET TVP. CONC. FOUNDATION A CONC. SLAB ��% DAMPPROOF EXTERIOR 6 MIL. POLY EMIL POLY ON EXTERIOR V GRANULAR FILL + + • V} • ; ' V STEEL COLUMN 1 • )•p e • 1 1 •e A • 6 r. I • s \ ` e v CONC. SLAB d I d 'e a G.° 1�� %% r v ANCHOR BOLT EMBEDMENT: II �•° A p POURED CONCRETE: 7" �• •e V I . COMPACT FILL : BLOCK WALL: 15" KEYWAY FOOTING e P C S ar•a , ��' r• CONC. FTG. •p Q•p G e' USE WITH 3x3 SQUARE WASHERS %� • ;O ANCHOR BOLT CONNECTION (USP ILBPS58 OR BP583) •• W } " p � REINFORCING BAR � Z '+ DRAIN TILE i p ANCHOR BOLT CONNECTION FOUNDATION 5,/8" DIA. ANCHOR BOLT SILL PLATE TO FOUNDATION SUPPORTING MAXIMUM SPACING i � m CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Z O WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION Q WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC 0 0 SUBFLOOR u � SLAB LAB 6X6 . SL WWM I DOOR FRAME GARAGE JOIST COMPACT FILL 1 DOORO_ 1 I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB is W/ 6X6 WMM P.T. PLATE \ SLOPE �' ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT yn.• r ��fi • < 1 .d.7 1/2 , (WITH A NAILING PLATE IF NEEDED) �;.'�,,:•>r•T" ., • a• e TO BE APROX. 1/2" OR HIGHER THAN nv• x+ ''bs,v N " 'e• i w.t.a �' ad c.• 4O = •s v ••e •• p•.e — STEEL BEAM TO ALLOW FOR SHRINKAGE .:D9.�Z�.r+•:7 A G (PROVIDE STRAPPING TO KEEP JOISTS ALIGNE a aG 6X6 12W.W.M. : ta4 DRAWN: MH/MS C Q 'e R SCALE' 1/4"=1'-01, e O e O e p • r,:,... MIN. s,S • JOB#: �►• a �► REINFORCING BAR •• •A v •.e ° I—II 1�'. 11� A REINFORCING BAR ��• DRAIN TILE ° - : • G�!•• p sp • _ B _ bw• 12" - May 21,2014 • — OLTED TO BEA ; SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. z- GARAGE DOOR BLOCKOUT a a PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A.6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 2x stud ALLOWABLE HOLES -TJI Joists JOIST DETAILS wall at 16" Plate nail- n- Inter ) Plate nail"16d(3-1/2") box at 12"on-center box at 16"on-center* �on-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE ,*common l-Sd(2-1-2") Load bearing or shear wall 1.V2•�e,,,,y be --cente OrrlmOn et 6" see Table See Table rut on-center* above(mutt stack over wall k,A,AYwd ,nvwnre� on-center below) Web stiffeners smTable s«T.bie ooJvoT required each side Load from or 1.1/4" 1-1/4"Trus Blocking at B3W Blocking panels kabove tvr or Horns flw. Blocking Trus Joist Joist rim anel may be required with panel 2x4 minimum rim board* board shear walls above or 6' 6• squash below-see detail Bt 1-1/' LIJ 2.D Dl 1 2.s-10d(3") oe nail-10d(3") blocks 12" box at 6"min. kn«iwatr/ gr* on-center /-vl'as unmes,r DO Nor Remove tongue and groove 61 Bl 1/16" Table A-End Support adho/errnonrnet,n- 043- ;�� from Floor panel edges Boun ary nailing MI imum distance from ed a of hole to Inside face of nearest end to rt res forcrment. supported by 1"a-Rim®to Bd(2-1/2") Web stiffeners TJI rim ensure quality nailing, common at 4" :tali proper blocking required each squash DEPrH Tit ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE SIZE *Conventional construction code minimum for to support all panel blocks 2" 3• 4' 6-1/2 B-Ir! 11• 13' 2• 3' W 6-1/2 B-12 It- 13- 0 3• 01st on-center" side at BIW and se with A3 onl.See Trus Joist Framer's edges Use 2x4 minimum squash n0 r-0• r4" T-0• 'W 1'-0• 1'-6" T4" 4'4• Al A2 Must have�3/4"minimum A3 A3.1 3.2 3.3 ocket Guide for A3.1-A3.3 installation 3.4 See Trurlo/st Framer's Pocket Guide for B2W g2 g2 B3 3® CS blocks to transfer load 11.1/2• 210 ra 1'a• z'-0" s'o 0 2'v 2'�- sa 01st beano at ends r iflcationr. additional installation iricationr. around TJI Joist 230 r T• s•4' r 2 •o• s•a pec rpK 360 1'4• .-0. .-0. .-0. �4. - s-1 5.4. 110 I'-0 6-0"length of 310 '' ' 6-W TJI Joist 8"diameter maximum hole Nail Trus Joist rim II-7/8' 330 r •a - 4'-0"length of8"diameter maximum hole reinforcement and for 11-7/8"-16"deep board to blocking Attach reinforcement 360 to oist with one 8d s6o 1'JY I• 1• 3/in for 11.7/8"-16"dee filler block.Use blocking panels;6" with connections 1 no Web stiffeners g^diameter maximum hole P equivalent to (2-1/2")common nail at Nail through 2x_,wood backer _ .. reinforcement blockingpanels;6" 4'-0"length with diameter maximum for q each comer g 210 required each for 11-7/8"•20"dee P decking schedule and 1a• 230 a• side at EIW P on one side at diameter maximum for 9-1/2"and 11-7/8" blocking panels 9-1/2"deep Trus Joist T11 Joist web with 2 rows 10d 360 r-0• r-0• s'4• e'-0" r-0• •-0• ', 8'-0• v4• ti blocking panels;6" E2,both sides blocking panels 9.1/2"deep TJI joists. or shorter than 12"long. Attach reinforcement 1 H diameter maximum for rim board to Joist with one 8d Blocking panel between Blocking (3^ common nails at 6" 21. r-0• r-0• ra T4' r-0• r-0• r4• 6's at E3 or shorter than 12"ion not cut flanges. ) ) 210 1' 1' . i' . I' lockin anels 9-1/2"dee g' ach joist.Nati to top anal g P P 2-1/2" common nail at P n-center,clinched.Use • not cut flanges. e ) late with connections 16• 230 '' '' ' `• w• try, or shorter than 12"long. each comer P 16d(3-1/2")nails with 360 •-0• I' I .•IJI!&' n LDo not cut flanges. Trus Joist equivalent to decking ) o sin to•-0• nice 1Ta �I g 3• "TJI'asst s6o ro r-0• ro• r-0• 3'-0• 6'4• ta-0" ro• r-a T- rim board schedule. M r-4 Trus Joist I"length of a widths. 4• 6• r t r 12- IV 1r 4• 6' e• I« 1_- is- 1r 1-4 e'r1 rim board ttach 3/4* 360 r r r 1 r I' 1 • n' 1 12"length of tg. a rya ti reinforcement to reinforcement 3/4" s6o r-0' 1.11' r4r ren s•-a u'-0" ra IW 6'4• 11'-0• 12- 14 Cy ttach reinforcement joist web with 3 on one side at 360 2' 1 f 2'4' B0' 11'4' 14' 15'b• � Iy rus Joist rim reinforcement 2tr )+ to joist with 8d(2-1/2") rows lOd(3") E5,both sides sso 1' m. r 1'-0• r B' r-0• r 4' ' 12'-6- board T-' I• is `I-k k board on one side at common nails at 6"on- common nails at 6" at E6 Wood .1S 0.1 d E7,both sides ucc` able B-Intermediate or Cantilever Support v -155 00 A center.When on-center,clinched. backer �" \F� reinforcing both ti1J �F at E8 �SeS a+`��e< d5 Mini um distance from edge of hole to Inside face of nearest Intermediate or cantilever support Face grain tea+ g �F Use 2 rows with 9-1/2" Less than \� et p'T\ \oa �Z" o horizontal sides,stagger nails. F and 11.7/8" 5e Less than �`�i`�h r9 �t l DEPnI TJI ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE SIZE El E1 E2 E3 E4 TJI joists. ES E6 E7 E8 5^ Fl \e��` 0100 o�\� 2' 3• 4' b 2 B-tn Il- 13• 2• 3' 4• blp B.v2 It- 13" x I� Not for use with 3-1/2"TJI no r4• Ta• 3'4r r4• r4" T4' '-6• '4• joist Flange widths ¢ 230 2'4• 3'0• 4'a B'-0" 2'-6' 3'-0• 4'4' r'4' 360 TV 4'ir 5'4• 9-0• 3'-0' 4'4' 5'4• Is N Filler block Attach Ito -0• - r Z with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 r r-0• .4" -a r-0' T-0' 3'-. 1010. o nails,clinched.Use ten apt n-71W 230 r-0" r• lo'-o• 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT Option#1: 1-1/8"minimum 360 T -0• u•-o' 2 s' '4• 110- each side with 3-1/2" Structural exterior Apply subfloor adhesive to all TJI Joist blocking with end 2-3/4"maximum 560 r • 1 10' 11-1 Web stiffeners T11 joist flange widths. sheathings installed at 1/3 joist 11#2= Iso 1 I 1 4 If ' 12 required if sides of Use fifteen nails with contact surfaces 1 210 r ra 1, z.W. W 1, .. 119-0-112- _L2_ 1.. T11 fife n the Backer block s n locations using Y�Itl ree 8d(2-1/2")box nails, 14• 230 t 1 t hanger do not laterally 1 P Install tight to to Flashing o Bd(2-1/2^) 360 ra r-0• r-0• r4" R4• tz'-6• r-0• r-a 'v 9•-0• 1r-o• 14'-0• support at least 3/8" g g P Bearing plate: nchedP� reater than 16". flan a ti ht to abox nails or 5W r-0' ro• 1W 5-6' 9'-- I' ' 1'd3-0• 5'-0'g (g Flush plate with lam Treated 2x \6Q ri6d ljoist")boxnails r-0" ro• rr " r T15W of TJI joist top bottom flange with face of wall or beam ec`5 s+• 2-1/2"screws,01 flange kv ace mount ledger \I3\ $ typical 11#2= 3-12"TJljofst flange widths 16, 330 r ro• r r •4• 1a.• r r r-• -0' 1• J3'-a '67 360 1' 1' 1' to 1 1' 1' angers).Attach Web stiffener each s6o r-0• r-0• r-0• z•4• 7-0• n'a 15'-0• tw' r-0• 3'-6' 9'-0' H'4' 16'-0• ice'-o• ith ten 10d 3' See fastener Trus Joist ( ) Opt1 n#2: side.See sizes table below.Maintain rim board I VJ r 6• e• to lr 1s m 4• 6• a• to• u• 1s• Ir To ox nails,clinched 2x strapping installed t--1 below. flange hen possible. 2"distance(minimum)from at 1/3 joist span 18, 360 1 I 1 g ) P Tight fit hanger edge of ledger to fastener. locations using two 360 r . . . . . . . g 2-1/2"screws per joist W Web Stiffener Size W eb Stiffener Size 20• s6o r r-0• r-0- r4• s•4• 17-a 16'a r-0^ sW 14'-a v4'119W 20' ' Face mount er block P Allowebri bee/Factored Resistance(lbs) .V.s�Fastenerption#3: gecangl..holes b.see ahmmsgmmem o/l act. hanger sides t-3/a•dm boas 1•a-cam"• directly applied ceiling 1-1/2"1/2"x 2-5/16"min -5/16"7/8"x 2-5/16"min Hdles maybe located vertically anywhere within the web.leave lAr of web(minimum)at top and bottom of hole. Of web with 3/8•lag bol 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2"1"x 2-5/16•minimum Knockouts are loceted In web et approximately 12"on-center;they do not affect hole TJI yr lag bol 475/750 325/N.A. en specJAed on the layout,one or more of J placemnt. joist -ulow.aa icon detemsima m aocam AC caAC 124. o 2-1/16"3/4"x 2.5/16"min 3-1/2" 2x4 JFor simple span(5'minimum)uniformly loaded)olm meeting the requirements of mann Trus Joist product guides,one Hl H2 H3 O -come -redstant t"nman nquimd for wet-a 1. FB a three bracing options shown Umusti/be O maximum size round hole may be located at the center of the join span provided n,other holes occur in the joist. ,pplication, nstalled Hy J Distances are based on the maximum uniform loads shown In current Trus Join product guides.For other load conditions or hole configurations contact your Trus Joist representahve. 4.4 r BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers C W BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE I x diameter of the largest hole(minlnuum) B BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Framing o o 3depth aie Z Trus Joist rim board Strap per code if a 1/3 depth o o cut_1y rourrdholn end only 0 zone o 0 1--1 or blocking for top plate is not Blocking h me a,anm ofbeam, r� lateral support continuous over Panel safety bradng Ox4 U header minimum)at V oncenter and v3 spa" Allowed hole sone 1/3 span ROUND HOLE CHART O El extended to a braced end BIAM DEem -mum ROUND _I 1~ Silent Floor joist framing wall. -SIZE Fasten at each joist with does not require bridging o Bd(2-127 nails minimum J F«unifortNy loaded beams only. (see WARNING). J Rectangular 2• or mid-span blocking gums Hole:are not allowed., P g 7-va^to 20^ Top Flange J Na holes In antil6veD. See Illunretlon fix,Allowed Hole Zone O hanger J No holes In headers ce beams In plank orientation. Face mount H2 U Parallam®PSL or hanger DoNorbet^rrcutMo Al beyond/ns/de her of Rim board jolts TimberStrand® E2 between joists TJI JOIST ATTACHMENT at BEARING See current Trus Joist toted untreated ttrood from diced conte we/1. Ll LSL Column O O literature for framing L4 with concrete O TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectorsTrus Joist rim board bearing wall above) One 10d(3")box CONNECTION OF MULTIPLE PIECES OF seer cuts:41.be 4aMn nail Into each flange One 8d(24/21 BEARING AT COLUMN TOP-LOADED\l BEAMS(1) CS box nail each 1-3/4"Width Pieces: TJI rim loin side'Driw Haas t an angle at Minimum of 3 rows 10d3"x 0.128" nails at 12"o.c. L3 Thus Joie Ian 1-12.6«n ( ) dm board end. 1-3/4•minimum bearing A2 atMinimum of 4 rows 10d 3"x 0.128" nails at in mom at ince edea Verify Parallam PSL or ( ) ELEVATED COLUMN minimum r inrermeelare TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE suPP°rt column CAP B) LI sheer"n*,Conner regcA•e/ent to capacity and beam n using 1f (3-1/4")or larger nails,the Hi / a P h' number of nailing rows may be reduced Optional Aoar rx/nsu� schedule bearing length. by one. non-shrink 62 Rim to TJI Joist See current grout Trus Joist 3-1/2"Width Pieces: Thur Joist rim board or literature. O 63 1-3/4'wide TJI dm Minimum of 2 rows 1/2"bolts JolstOne 10d(3')box 3-12'wide TJI dm at 24"o.e.staggered nest into each flange TA floor (1)Load must be applied e,xroly econ artim beam w!dth.Offxr e.0 mmeWom for ddo-laedN bmmr. O TJI rim (3 side of TA jolrtfl flange )olstTce nail with 10 Jolrt > one each Add/Ilona/nail/ or may be B"ti'"g Use 61 or B2 at 2-1n6*-boxn wide ng ng y required with Pl Ba joists joMOne 16d W O L6 s/de-loaded multiple-member beams.Refer to current O P2 P3 O wits blocking tertnedlate bearings flange box nail Imo each Z flange ` 312'wide J- produd literature End of joists p. t ( load bearing or shear TJI Hm joist rop W~ atwittedine wall from above Q of support J FASTENING of FLOOR PANELS Br°c`de0dNe0 BEAM ATTACHMENT at BEARING m 0 see note 3 under Trus Joist nm board Z Closest On-Center Spacing per Row WARNING .LL. Nell Size TJI Trus Joist rim board 'rimberstrand LCL Hl r 110 end 210 230.360 and 5 1• 1-12• Microllam LVL Parallam PSL Ona,.tOd(3')box T \ 5 1-12'«wider • title of me ilber at bearing, V ` O Ed(2-1st")box 2-12' 2" 6" 4" 1-12'minimum from end Lo 8d(2-127 common 3-12" 2- 6- 4' 3" 3• 3" • r-- )U) 10d(3•),12d(3-1/4•)box 3• 2" 6" 4" INSTALLATION TIPS O Drive Halt,at an r Rem/ngphn pf pp/f bkJ-fi•rear voreer �) 00 lid(3'I,12d(3-1/4')comma 4-12 3• 6' 4' 4' 4' 4' 5617-adhesive will Improve Floor performance,but La angletominimize s'ru/de 62ryyyryµ„yyy„endend/nron»adhte beefing I6d(3-12-)common N.A 4" 16' 6"11 6""i 8• 6" may not be required. /engMr. (/)c tr.amtafro 4•arKerd.s-cam aseav unnm/annnnon ori-".Mro rte eermw.6. When joists are doubled at non-lead bearing parallel %tach Deck splitting of plate Rarattom spate joists.pad ale width of the wallStructural ttaehment St uctu al Recommended nailing 11 12'oncenter In field and 6"oncenter along for plumbing or sheathing sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(sin detail). DO NOT-mwn/umh- s'gommendahems. fort board or block/ng. NBIIIng rows must be offset M least 12"and staggered. J Sewn krmber may rhe k 14 ga.stapler may be substituted to,ad(2-12")roes if minimum penetration W A RN I N of P into the TJI joist or rim board is achieved. procto eller/nN//•flan. untreated wood See ALLOWABLE Joists are unstable until braced laterally - Fadhest On{enter Spadng per Row from direct HOLES ✓d Maximum spacing of nails contact with H3 Bradng Includes• For jobs widths 1-3/4•or less:18'on-center concrete -Blocking -SheeMing .. E«Jobs wldMs greater then 1.3/a':24'on-center .Hangers J Rim Board DO NOTallow workers to walk on ,str t urer .Rim Joist •D sKs rt k �T rfgmaterials sac on DRAWN: MH/MS FILLER and BACKER BLOCK SIZES Shifted lad ditional until braced °x tp aNla4 TJI Flange Widths 1-3/4• 2-1/16• 2-5/16" 3-12" joist Bearing plate INJURYMAYRESUIT. SCALE: 1/ort=lr-Ur Plumbing drop �Aer j 9-12'0 9-12 or l4'or 9-12'or 14'or 18•or la•or 18'or be Flush with aideWARN/NG NOTES.•At �' �D"' g� Depen 1a• na/B erBusiness °• ♦'��,"a II-7/8' 11-7/8• 16^ /1-7/8• 16' 20' 16' 20' S�ssash mocks and moddng panels tarty stacked face of wan« Lack of concern for proper bracing during construction can result -Se �":�c Iden d Hormel 1' rlT the JOB Filler Block- 2"12+12" Two Two Two vertical loads(detalls BI and 82).Packing out the bra"' following guidelines are observed,au' >4e I d. .`s' - 2x6 2x8 3/e' 3/8" VI' 12' sheathing web of a Tll joist(with web shffners)is na a g I-"Hz) sheathing sheathing sheathin sheathin 2x6 2x8 2x12 wbstiMefw squash els. + ! A* t'X ;,,. ,f May 21,2014 Cantilever Filter 2x6 2x10 2x6+3/8' 2210+3/8" 2x6+1/2' 2x10+1/2' aquas ng pan i.All blohing,n,ngn,dm Boards,M rim joint at Hoc and mppaH of the,TlI Jet.must mpr ly 1SI!M.n y '-'✓) Not 2.L&mmI rtr.Sft like a 1x,ad ext wag«,n extahhg tri moa be exablhhed at Me r of an y. 2 SHEET NUMBER: O)etail E4) 4'-0' 6'-0' sheathing sheathing sheathing sheathing Not applicable -ph IxxJ bye h mpa•y or p x-mert deck(ibaathi faaerad ro the gra 4 fret ohm atthe • k 1f I long 4'-0•long 6'-0'long 4'-0•long 6'-0"long aPPlkable "d a ! a „ c 3.sekty bradng ones of 1x4(minimum)mus be celled ro•buts acct wail or.heaN*d ane cairn zttttt Backer Block- 5B'« 3/4"« bradng,buckling ddewayr or rollover h highly probable under light cormualon W -like a h one layer ,B 3 •.. ,� (Detail FI ;/q• 7/e" 1"Net 1x6 2x8 2x12 4.Sheathing Shun be totally eluted to each TJI I-brfi addiaonel loads nn ba paced� Erhh of the top.nd •rfnnxox,.irc ,In en)d Nckrr dock a St,, r!mount Nngr Mens &V'g"p wrpofpo.mcroxIW Filler esti natter dao kr!gMrNwld 6.The ingeh ml 1remnan-1,11.1hina tolnn.M W-hornaalignment rP'j� fi e axompdah rMueodnNJMf,HNrad+Pl-Vfl"m/nMwm by bAer dakr ahoiAi' lm m/w-fg docb/. r 1�s.• ��rr�� A-7 This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide,which should be referenced for addition 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 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A - ;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 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:. 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER i).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST g Y P g g P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES ©o ©� OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N q q P h' P P PP QTY. SPACINGd precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONU ti anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ` ►� ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE �+, M 4-16d COMMONm INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE '� 4vi Z `n or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and " FIRE PROTECTION y 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16 O.C. FACE SEE FLOOR PLANS Y gypsum P 16d COMMON SMOKE&CO2 DETECTORS � r. Y M such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION rtt 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3=16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK m 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: Z BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwafls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2).All footings to rest on undisturbed(virgin)soil. interior shearwafls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES SPACING 2.4.4.2 and 2.2.4 respectively. QTY. 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS' masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ Ca3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. (BOTH FIELDS) P ty 3-116d COMMON @ @ NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:15 a F_ attached with the above requirements. TO BEAM JOIST NAIL NOTES Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. - DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON --I g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: -16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ►� Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O FRAMING NOTES [� into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. - Forframing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U WFCM-SBC Unless otherwise noted,all framing and structural wood material to be#2+BTR.Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SH EATHI N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING " SEE NOTES:1,3(BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12 O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allWALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. > on plans. WALLBOARD 10"O.0.FIELD W >_7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. \- other access openings unless otherwise noted(typical). FLOOR SHEATHING: C Z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. r 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qom, SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CO where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Z O 1"OR LESS 8d COMMO 12"O.C.FIELD = 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED Q (- under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES' Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) j' 2 Z) and to form an effective fire barrier between stories,and between a top story and the roof space. �•/ to O requirements. Fireblockin shall be provided in wood-frame construction in the following locations. U) 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be firebfocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. + , 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural s adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, rr.*�z' + ' ELECTRICAL NOTES: Pn, �r over subfloor as per manufactures instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces t +% ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. Yrs 'a members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. �r4• x,� .' DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. ` '' 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r ti 'am " SCALE: 1/4"=1'-0" 14).All roof with a Itch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ,Y � approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: flame and products of combustion. ;' JOB#: torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR May 21,2014 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code-,a +' r SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE' DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDES IL TEST TO VERIFY 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 AR CON�iICaL�L).CON T V TO GOO DINATTE M ��yTIN WITH W�NEERS FOR APP YAL OF ALL GENER�A,L/�C/O�NTRA�C�7.OR SNA BE/RESPONSIBLE FOR ALL BUILDING 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 OMPTIF 1 f1aAybk&%C*5m V�ICYE � L1dH61NG,AN X't MFV V- I 1'Q"<J9 &TKCMV'N I UMS'3+ri\ 0#RC.T t"�'i4R TO RECEIVING FINAL PAYMENT FROM OWNERS.