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Home My WebLink About30622-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32674 Date: 10/15/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4440 OLE JULE LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 122 Block 4 Lot 31 Subdivision Filed Nap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 6, 2004 pursuant to which Building Permit No. 30622-Z dated SEPTEMBER 8, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATACHED GARAGE & 2ND STORY WOOD DECK AS APPLIED FOR. The certificate is issued to PAUL & DEBRA LAMAIDA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0158 10/01/07 ELECTRICAL CERTIFICATE NO. 96680C 01/16/06 PLUMBERS CERTIFICATION DATED 03/13/06 JOSEPH DEMONTE horized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ij APPLICATION FOR CERTIFICATE OF OCCUPANCY � r t , This application must be filled in by typewriter or ink and submitted to the Building Depa- int_*f R lowing:' — A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. ' 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swinuriing pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 / Date. New Construction: ✓ Old or Pre-existing Building: (checkone) Location of Property: 4'I 10 r) t�A i LAME House No. Street Hamlet Owner or Owners of Property: ? R � 2? en Suffolk County Tax Map No 1000, Section Block _ _-^� Lot 3 I Subdivision ____Piled Map, ` Lot: M Petmit No.— _ -Dates of Pemut. l �(D U Apt iicant:. d t IY �X(? V / != Health Dept Approval: _ _ Underwriters Approval -- Planning Board Approval _ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30622 Z Date SEPTEMBER 8, 2004 Permission is hereby granted to: PAUL & DEBRA LAMAIDA 34 MAPLE ROAD KINGS PARK,NY 11754 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES WITH FLOOD PERMIT AS APPLIED FOR at premises located at 4440 OLE JULE LA MATTITUCK County Tax Map No. 473889 Section 122 Block 0004 Lot No. 031 pursuant to application dated AUGUST 6, 2004 and approved by the Building Inspector to expire on MARCH 8, 2006 . Fee $ 1, 287 . 00 A ho zed Signature ORIGINAL Rev. 5/8/02 MM- Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 1/16/2006 375 Dunton Avenue 966600 East Patchogue, New York 11772 (631)286.6642 issued To: Mr. Paul LaMaida Street: 4440 Ole Jule La Village: Mattituck Zip: 11952 Town: Southold Section: Block: Lot, Contractor: Peter J. Laura Lic. # 3639-E Was examined and found to be in compliance with the National Eleddcal Code. ❑ Commercial ❑ NV Defects ❑ Pool i] 1st Floor7t❑ Indoor X Basement ❑ Hot Tub X1 Residential ❑ Det.Garage Al Attic ❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GR Heaters A/C Fans 39 53 35 8 1 Dishwasher Washer/Amps DryedAmps Oven Rangial s Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 4 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 /❑X 2 Bldg. Permit: Other Equipment / 1-200 Amp Main Breaker Panel /2-20 Amp Air Handler/ 1-30 Amp A/C Discol5ned/ 1- 0 Amp A/C Disconnect/2- Garage Door Hugo S. rdi Opener Receptacles 11- Blower Unit/ 1-30 President Amp Spec Outlet Rough Inspection: 06/30/2005 Inspector: John McMahon III Final Inspection: 01/1212006 Inspector; John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. N Town Hall,53095 Main Road Oy �� Fax(631)765-9502 P.O.Box 1179 �Ol �� Telephone(631)765-1502 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION �j Date: Building Permit No. f Owner: na�1L � .I(Z1 Q �(da- (Please print) r-. Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. V / (P mbrs Signature) Sworn to before me this day of) 20 j9 SUSAN M.J WN Notary b tibdt 1 (� GUaIMad In M*Notary Public, Sul County ommisslonExomeq 1g. Q� Albert J.Krupski,President Town Hall 53095 Route 25 James King,Vice-President P.O.Boa 1r65-1892 Artie Foster Southold,New York -0959 Ken Poliwoda h - - Peggy A.Dickerson 3 Telephone(631) F.(631)765 641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #--00w Date Jan. 5. 2006 THIS CERTIFIES that the single-family dwelling and deck At 4440 Ole Jule Lane, Mattituck Suffolk County Tax Map# 122-4-31 Conforms to the application for a Trustees Permit heretofore Sled in this office Dated 9/25/02 pursuant to which Trustees Permit# 5650 Dated 10/16/02 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for a single—family dwelling and deck The certificate is issued to PAUL S DEBRA LAMAIDA _. owner of the b aforesaid property. �a m cg F_irl r2 Q Authorized Signatu e ho��oe souryo6 3D TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL /& [ ] FIREPLACE A CHIMNEY /[ ] FIRE SAFETY INSPECTION REMARKS: i� 17L DATE / �3 INSPECTOR �o�aOF SOUTy�� uxn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. / [ ] FOUNDATION 2ND [ ] INSULATION J _ [ ] FRAMING / STRAPPING [/FINAL [ ] FIREPLACE & CHIMNEY [' ]\ FIRE SAFETY INSPECTION REMARKS: DATE �� as INSPECTOR �O� D �Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [' INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� - �� INSPECTOR /� 3o � a—� z 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND P<INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CNIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /1 e � b /I,l a 7- C o V ' DATE �� _ �� INSPECTOR OF SOUTyOIo 3 o - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND 4 FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE?& CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: arL , 1 w DATE �� a� INSPECTOR ✓'G�' ° ' 3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [�ROUGN PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE-7M- ARKS: �. d-our-Ql� s Y2,L j (x 1id,er�t_ Buell_ awbc� kx-r�d-t✓' /Y`o� tp— , � ��, DATE _�9� INSPECTOR 765.1802 BUILDING DEPT. INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S� (itJ S� Q,9'iJ/ - CESS DATINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. IF UNDATION 2ND [ ] INSULATION C [ FRAMING [ ] FINAL s'TILA,p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: & k DATE / INSPECTOR ✓ " 3 z 765.1802 BUILDING DEPT. INSPECTION 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK Dk DATE �� S - IN SPECTOR.,-"/-�' HAWKINS WEBB JAEGER PLLC ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAB. 1872 WILLIAM L.JAEGER II, P.E., LS MATTHEW D.CRANE LS EDWARD R.MILLER,AIA FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR.L.S 2004 January 19,2006 George Giller,Building Inspector Town of Southold Building Department Town Hall Southold,New York 11971 Re: Ole Jule Lane, S.C.T.M.# 100-122-04-31 Dear Mr. Giller As requested,I inspected the amended roof firaming and structural members over the living room that deviated from the plans approved by your department for the house located at the address referenced above. After reviewing the structural calculations for the alternate fiaming system that was utilized it is apparent that the revision conforms to the allowable strength as regulated by the Residential Building Code of the State of New York. If you have any questions,please contact me at my office @(631) 732-7777 ext. 114. Thank you for your attention to this matter. Sincerely, Eric Cioffi Project Manager 'd h William ree , " '-a ProjectE t s fy)9 cs .9 `u� 4 3239 Route 112—Bldg. 8-Suite 1 Medford NY 11763 PHONE(831)73 -7777 FAX(831)732-7780 visit our web site at W W W.hwiaeaer.COM er i .r �1 i INE - 1 1 • • 1 1 �IL1.�l1 • • _ 0 , NEW_YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE October 8,2002 FAC LITY/PROGRAIM NUMBER(S) PERMITDATE(S)EXPIRATION Under the Environmental October 31,2007 Conservation taw TYPE OF PERMIT❑ New ❑Renewal O Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Ardcle 27,Tide 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion - ❑ Article 15,T'itte 15:Water Transport ❑ Article 23,Tide 27:Mined Land Management Reclamation - ❑ Article 15,Title 15:Long Island Wells ❑ Article 36:Floodplain Management ❑ Article 24:Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7; 6NYCRR 360: Solid Waste Man ement PERMIT ISSUED TO TELEPHONE NUMBER Paul & Debra La Maida 516 779-7651 ADDRESS OF PERMITTEE 34 Maple Road, Kings Park, NY 11754 CONTACT PERSON FOR PERMITTED WORK T631) ELEPHONE NUMBER Patricia Moore, 51020 Main Road, Southold, NY 11971 765-4330 NAME AND ADDRESS OF PROJECT(FACILITY La Maida property, 4440 Old Jule Lane, Mattituck, NY 11952 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold James Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling and sanitary system with retaining wall. All work must be done in accordance with the attached survey submitted by Joseph Ingegno on 7/19/02 and stamped NYSDEC approved on 10/8/02. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,the General Conditions specified (see page 2&3)and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Roger Evans MEP Re ion 1 Headquarters, Bld .#40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATU DATE OA t tYl _ (lrfnhnrQ Jnr» Page 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Pernittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department A copy of this permit, including all referenced maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terns or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 2 OF 4 1-4738-03070/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25,34 AND 6NYCRR PART 808 (TIDAL WETLANDS) I. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental.Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or afterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers,U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit Within 30 days of completion of project, the bottom portion of the form must also-be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved survey was Prepared by Joseph Inoeono on 7/19/02 DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-n,:;n7n/nn ln1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 4. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linearfeet landward of the tidal wetland boundary. 6. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 7. Roof runoff shall be directed to drywells a minimum of 75 feet landward of the tidal wetland boundary for immediate on-site recharge. 8. Driveways and parking areas shall be constructed of pervious material. 9. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with James Creek are located at Suffolk County Tax Map Number.District 1000, Section 122, Block 04, Lot 31,otherwise known as the properties of Paul&Debra La Maida and their heirs,assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL) Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals.° This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sentwithin one calendaryearof the issuance of this permit to:NYSDEC,Regional Manager,Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356. DEC PERMIT NUMBER PAGE 4 of 4 TERMS and CONDITIONS The Permittee Paul & Debra LaMaida residingar 34 Maple Road, Kings Park, N. Y., as parr of the consideration for the Issuance of the Permit does understand and prescribe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold an released from any and all damages, or daunt for damages, of suits arising directly or Indirectly as a result of any open- ation performed pursuant to this pettak and the said Permiteee will, at his or her own expease, Mend any and all such a dts-iddated by third parties, and the said Petmittee auamra fall Iiabtllty with respect there% to the complete exclusion of the Board of Trustees of the Town of Southold 2 That this Permit is valid for a period of 24 oras, which is considered to be the estimated dme'requind m complete rhe work involved, but should drtumsances warrant, request for so extension may be made to the Board at a later dam 3. That this Permit should be retained indefinitely, or as long as the said Petmittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that aath- oriration was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or Its agents, and non-compliance with.the provisions of the originating application, may be ease for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pas and repass along the beach between high and low water ranks. 7. That d future operations of the Town of Southold require the removal and/or alterations in the location of the work herein aathotaed, or if, in the opinion of the Board of Trustees, the. wort shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town Of Southold. & That the said Board will be wed by the Permittee or the completion.of the work auth- orized. 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. 95.201 (&M-9d New York State Department of Environmental Conservation MAO"'h NOTICE v The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number - 3 D joH T w. PAVACdC Expiration Date NOTE: This notice is NOT a permit ate,v�v�'r.�' .r`"• e .t? [ 'e f 4." �` Y•/"•�` Yom• s"r .•,�!� _ \7 e �� `[ u 1il } f C .lam TOWN OF SOUTH( BUILDING PERMIT APPLICATION CHECKLIST BUH,DLNG DEPAR Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Budding Plans TEL:(631)765-1802 - Planting Board approval FAX: (631)765-9502 306 y Survey www.northfarlLnet/Soutbold/ PERMIT NO. 'L Check Septic Form N.Y.S.D.E.C. Trustees Examined g 20 Contact: App+oved 20 Mail to: Disapproved a/c Phone: Expiration ,20 QB g In _ -----___� APPLICATION FOR BUILDING PERMIT Date 20— _ INSTRUCTIONS a Hcation MU T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan o scale.Fee according to schedule. b.Plot plan showing 1 t lion of lot and of buildings on premises,relationship to adjoining premises or public streets or .,.areas,and waterways. c.The work cdv_ered b this application may not be commenced before issuance of Building Permit. d.Upon approval o application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector tray authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized msl ectors on premises and in building fm necessary inspections. HA W Kt Ns WiMB JA 9crx PLLc. (Signature of applicant or name,if corporation) 3A39 Raza 11,2, MEDsedZD N.Y. 11763 (Mailing address ofapplicam) Statue whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder AgGN1TGcr Name of owner of premises MAUL (As � Atj�n (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: y4ya Ot E J r E Le MAT--r1n2C2K House Number Street Hamlet County Tax Map No. 1000 Section 121 Block Lot__ Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy ofpromiges and intended use and occupancy of proposed construction: a. Existing use and occupancy!Z///a b. Intended use and occupancy '%i Nr-Ls 1-A M r Ly 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work //�� ©d 4. Estimated Cost go,Q Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rem Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 57:�� Rear 57 0 Depth 30 •V, Height Number of Stories 'l 9. Size of lot:Front 78,7.2' Reaz 77.41 Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES_NOX 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES->s/._NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES_NOS_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF5—J1 E21 GR C 1 en F P I being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A RG H 11'FL'r (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 therewith. Swpim,to before me this —da of 20 V`1 Public Sign Applicant C PEG UE COLLURA ublic.State of New York No. 01C05048533 Qualified in Suffolk/Nassau My Commission Expires August 28 2005 - SUFFOLK COUNTY WATER AUTHORITY 624 Old Riverhead Road, Westhampton Beach, New York 11978-7407 (631)288-1034 November 13, 2002 Fax(631) 288-7937 Patricia C. Moore Attorney at Law 51020 Main Rd Southold,NY 11971 Re. SCTM# 1000-122-04-31 - - - - Dear Ms. Moore: Pursuant to your request, the Suffolk County Water Authority has approved your application for public water to the above referenced tax map parcel. Connection to our distribution system will be done in conjunction with the rules and regulations of the Authority and not before all fees have been paid. Please feel free to contact me if you require any additional assistance. Sincerely, John Dunn Assistant Manager Eastern Regional Office JD:ah EC eE NOV 18 2002 HAWKINS WEBB JAEGER ASSOC. PLLC ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAB.1872 WILLIAM L.JAEGER II,P.E..LS, MATTHEW D.CRANE LS. MICHAEL F.MORBILLO AIA FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR.LS. August 11, 2004 Damon Rallis Southold Building Department P.O. Box 1179 Southold N.Y. 11971 Re: New residence located at 4440 Ole Jule Lane,Mattituck N.Y. for Mr. & Mrs. LaMaida Dear Mr. Rallis, This letter certifies that the calculations for light and ventilation for the above mentioned residence exceeds the minimum set forth by the building code of the state of New York. If you have any questions then please contact me at my office at (631) 732-7777 ext. 114 or on my cell at 334-8045. Sincerely, e Eric R- Cioffi 3239 Route 112. Building 8 Suite 1, Medford N.Y- 11763 Phone—(6311732-7777 Fax—(631173 -7760 Vien our web site at www.hwinecer.com a 'd 09LL2ELTE9 8393UC 993M SNINMUH dir* :20 40 60 daS /u 0 0 _ ,J Q _ _ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ` VILLAGE { DIST. SUB. LOT f. € b FORMER OWNER N F E ACR. Y -Y 15 O 1 S . . S TYPE OF BUILDING ti ' :ES. Ip SEAS. VL. FARM COMM. CB. MISC. Mkt. slue LAND IMP. TOTAL DATE REMARKS 's zeo .35/ 36 a do Al3 L a-a9 io g -k o /D - s Ot is berq,osTuskc- - AGE BUILDING CONDITION �IA/i IS 4v NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre tillable 1 Tillable 2 'illable 3 Voodland wampland FRONTAGE ON WATER 160 rushland FRONTAGE ON ROAD douse Plot DEPTH 6o BULKHEAD 'otal DOCK 1. 1 Tmm,n Hall, 531195 NIam JVp4'r14 T. TERRY { � 'rr• '? r.o. nlr.r I n<, TOWV CLERK Q ' "•. ri Sauihold. Ne Durk REGISTRAR OF VITN,STATISTICS IGS Fax (5 1 6) MARRIAGE, OFFICER - " bOTcic Rhonc 016i 161 7f,5. 11 RECORDS MANAGEMENT OFFICER �01 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations j of the Code of the Town of Southold: "Floodplain Development Permit Application" [ FDP(93) ] , and "Certificate of Compliance for Development. in Special Flood Hazard Area [C/C(93)) . TOWN OF SOu110LD d��h T - Ler ��f� Southold Town Clerk August 25 , 1993 ' I •7 APPLICATION a PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sien)' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable • inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO - THIS APPLICATION ARE,TO BEST OF MY KNOWLEDGE, TRUE AND ACC TE. (APPLICANTS SIGNATURE) DATE V & V/Gf 1 SECTION 2: PROPOSED DEVELOPMENT (To be complc'�d by APPLIC&Lq) NAME ADDRESS TELEPHONE APPLICANT - BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in processing the appii r6on, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or vrll-known landmark A sketch attached to this application showing the project location would be hclp(vl. FDP(93) APPLICATION _ PAGE 2 OF a DESCRIPTION OF WORK (Check all appbcablc boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Struclurc ❑ Residential (1-4 Family) ❑ Addition Cl Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) O Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ' ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or's3ridge.Construction ❑ Subdivision (N(w or Expansioo) O Individual Water or Scwcr System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION CFo be completed by LOCAL ADhIINISTRATOR) The proposcd development is located on FrRM Panel No. Dated - The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). Cl Ls located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at lbc Sitc is: Ft. NGVD (MSL) O Unavailable ❑ The proposcd dcvclopmenl is located to a floodway. FBFM Paocl No. Datcd Cl Scc Sccticn A (or additional instructions. SIGNED DATE r' APPLICATION n4 PAGE l OF 4 SECTION 4: ADDITIONAL INFORMATION RE UIRED To he com leted by L CAL ADMINISTRATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all costing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basemen(), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the fust Boor and details of enclosures below the fast floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant Must provide 1004ear flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alteratiotas- O Top of new filI elevation Ft. NGVD (MSL). ❑ FloodprooCmg protection level (non-resFt:NGVDMSL . Foridenlial only) (MSL). Boodproofed structures, applicant must attach certification from registered engiaeer or architect. / ❑ Certification from a registered engineer that the proposed activity in a regulatory Boodway will not result in anyincrease in the height of the loo-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A. ❑ Is B.O Is not in conformance with provisions of Local Law IR_, 19_. The permit is issued subject to the conditions attached to and made part of this permit SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated (cc. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. i i • APPLICATION W PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals Board Decision --- Approved? O Yes ❑ No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comolianee is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement(in Coastal Hizh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is Fr. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACI IQN (To be completed by WCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communitles local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ONO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be comnleted by LOCAL ADMINISTRAT R Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a SpeciallFlood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT W A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O EjUSTING BUILDING O VACANT LAND i THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC (93) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: t/ /d/04 APPLICANT: lna,�/a , & a6zvi1 DATE SUBMITTED:K/,/: /04 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION:J�3r�i, ADDRESS: fld Ole ," CITY: a i , ZONING DISTRICT: —CONFORMING? *,/a BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/£ REQ. LOT SIZE: ACT. LOT SIZE: y REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT �RE IDE ld Zj _ACT. SIDE / REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT :3� PROJECT DESCRIPTION: ESTIMATED PROJECT COST: vIL ACCHITE /ENGINEER: LknAe _6 WATER FRONT? e S DESCRIPTION:�� _ �� PANEL # FLOOD ZONE: &$O APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YE:S:0)NO, (BED #): '3 DTE: 11 Qui a PERMIT #: Pv'02--O/Sr –01'TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC /7 `/r NO DTE: �0/ b / 2/PERMIT #: 1'473"3'070 SOUTHOLD TOWN TRUSTEES: or DTE: (c7 /(6/2. PERMIT #: 6S� l TOWN ZONING BOARD APPROVAL: YES o DTE: / / PERMIT#: l' TOWN PLAN. BOARD APPROVAL: YES or DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAG ) ES o • O NOTES: ,v-0'a 1 � C:>� n- L) v FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: I'-?/ o SF SECOND FLOOR:, SF OTHER: SF INIT OTHER TOTAL TOTAL: I c SF FEE FEE 1. ( " SF)- 6( �� SF)=��O SF X $ 3C�=$ /or +$ /�C +$r�� _ $ /ajp -7 2. ( SF)- (_ SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ 4a 9-F ✓ ,NEW YORK STATE ODE COMPLIANCE CHECKLIST CLIM IC/GEOGRAP SIG -RITERIA: / G and Snow Load: 45 ind Speed: 120 Seismic Desi "'Category: Weathering: Severe Fro epth: 36' Termite: - Decay: S Design Temp: 11 ce Shield Underlay:YES Flood Hazard USE/OCCUPANCY CLASSIFICATION: , f/ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED S I FULL FRAMING DESIGN ELEMEN : Y/N HEADERS: Y/N W L STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N OOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: /N LIVE: Y/N DEND, Y/N S : Y/N SEISMIC: Y/N WIND: Y/N WINDOW ",t)QOR SCHEDULE: MISSL QUIREME S: f LIGHT.8%: Y/N VENT 4%• °NAILING/CONSTRUCTION SCHEDULE&N MEANS OF El R DIAGRAP LOCATION OF FIRE PROTECTION EQUIPME . Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N `ANERGY CALCS/IDN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) KRA Us ' ROAD SURVEY OF PROPERTY do W ll AD MATTITUCK a i o TOWN OF SOUTHOLD oSUFFOLK COUNTY, NEW YORK of MOMS, Lid {Oy n 1. ELEVATIONS AR R[fERENCED TO N.0.V.0. III" DATUM S.C. TAX No. 100-122-04-31 N Z h = IL ; EKISTIMC ELEVATIONS ARE SIIOWN THUS:I F J Igt 2. MINNNIN SEEM TANK CAPACIIQ FOR A 1 TO 4 BEDROOM HOUSE Is LOIN GALLONS. SCALE 1"=30' IL I4 0 1 TANK: e' LONG. 4•-S- WOE. g'-7" DEQ JULY 19• 2002 Z I p O G E�` 3. NISYUM LEACHING SYSTEM FOR A l TO 4 BEDROOM HOUSE S 300 w n SIDEINALL ARG. WO O w w ��,�?�NJ s rags: 2' DEQ. e' s.. = F U m F O�poe` 19 S �� , iN AREA = 16,430.28 sq. it. ^D O Z " LTVANs1aN roaL (TO BULKHEAD) 0.377 DD i co Z V N O FIIOP03Eo IucwNG root E O 0_' Z ` IL J a1 a pE5 ti J e "k-`76 ® rRo.o3m wrnc TMT( J LL N J1P QP C 4. THE LDCATKIN DF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD s C c ^00• y ' CERTIFIED TO W > glar: O l 1 0., DISEMATKNIS AND/OR DATA OBTAINED FROM OTHERS. - ?1 4 N ' Z Oy p �, NY, S_ �, 5. F10DD ZONE INFOIMATION TAKEN FROM: PECONIC TRAL-1, INC;�Tl i IL V' '/ lsa� S ROOD IHswANCE RATE MAP NR. 36103 1112 G PAUL LA4A _ ZEL• w = _ w � 'a � �L � �5. zOHE AE, erg N F AIIOW oFm+wNED DEBRA LF4{t1AtDA �• •J N x w O D A" 0+,(� Za z•: IAFAS )f Sao-1FM i1D06. RHEAS OF IDo-Y RooD 1NM AVERN£ K V` < K '✓Y' 1 �i a. 'O DEPTH OF Itis THAN I Four aR FTTH DRAINAGE AAEA6 L[ss TSN! —r:, O Z g = �' ] O O f I saLNE I ANI) ANfws PRorECITD BY Itv£ts fRaLl I0o-Y R-o U V to C I' EL L a°� ` t� ^O !19ro c o CA h rJ -1 2 > w 9� U. d a o� X A �p J PROPOSED SEPTIC SYSTEM DETAIL N 1r/ SOUSE (mar TO Q w \A �, el ELEv.10.5: rwsHED GAwE SrKE) nnNlsaxuc FLLV. 10.1' 4 V ♦N � "� TDP EL 9.1' I' NIH. TOP FL 5.J Nw. 4•M _ PIro.1D PWE TANKI " LFACHwc N- mu w ♦ 0-/ r+rcN I/4•/I' mn. PHCH I/e•/r. - wv. 0- is P o -iR- e.l' INN. EL ' TEST HOLE .T.e• . I W,�t •B'r»-ice 51� �,�[• 06oMAIOx PDXMIW BOr. d 5Y Qq 1,11010t Pl SEPTIC TANK (1) o 19 LEACHING POOLS (81 y O- (�T J I. YNAIY$FlllC rIN(GW/0116 f011 A I ro]eE➢RIA'Y M 6 L. VLlD6, TMY.:C UNTO.4'-Y YCG e'-Y BEEP T IMIUY I MIFY fOR A r ro]FMXXI HOMY 6}C,y rt LEWl NFA \ 2 CONCIlI[9N11 MM A IFWIw WYPIE49.E SIRpLTM OF 30R Y AI'M OA15. 5 WOLC]'®.!'FI. ]. FNl 110]N35 PILL E A YMMN X Y,A TP 1MDUIf55 W r Nq A WT TKlOL4 IN 4 2. 1£MMO WKA-5 AFM E WAIRUCI♦D Of PRIVST RENiPRm WIFI[iE(011 02UW NL Y15.WRON ND rOP 9VLL LPrtMI AMd1CM:m I .W MARO{DIKE Of J00 Al IFMMI 51RILTUF3.K D ODES NO/P1 S OMS 91VLL E 9FAlID W t T NE TN 6 PlFR11}O. ].Nl LO•D6 9Y11 S 6 PIEI'A4T ROMOICfD[tl UINETE(M EXAL). 5 TNH sWEI Y NsIH AT IASL w I1L FAFCHY6(Mml A MVI.lO1fWNLf OF x1/47 4 A 10'.in. CGIAw2 i1NFF11 1FI<'1FK 1YDI5 No W\1fA IEIIF SIWL E NWNMED. e e. M la' �YT®LN YPIK TNw MD H sEPEA N+xrNNm. s.rN e'n+i.a4rwcE EPrS01 NL IrACNi Wols AIO SVIIC TNw awL E NUNSwm. TEST HOLE DATA Na 2 (TEST HOLE DUG BY MCDO_.rn GEOSC carr ON JUNE 79, 2002) L D- 0.7 0' sUNDAtEII FOR TIDE ASTM fSIAIIL� NKED SND 410 104u f ,� (,E 6 W THE LIALS AND ADOPTED (� O S 63 FORSULH USE BI MEW YORN STATE LAND z s TREE ASSOCIATION. W • .' IKIowE FwE ro NEnA1 swD SPr V. It F d �fJ9 I iWEDUld Swe 5P 1 'i s' 61. ��p J/� ��ry,V,{)� N.Y.S. Lie. No. 49668 L� w10 w BRDMI qAr a 6 t1� (' �`O ae �C� O Io' �J'-N 66 y wOT•_ !•. { UTH(YtI a N.TEMrKw W NDITK)N 1CC 5 0 V m THIS SURrEY 6 A 1 ATVN W 1 MCTKw 72M OF THE NEW YORK STATE [ s vE °�� Lm Jose A. Ingegno R. ^ WTOI w PNt 910.N NKE S�e y AA\ ^,OV Pv �SVgYE�p`S INS Y m �AFFw� r m NEOKw swo ss �f 0V• . .b ��` ��{'+ C` v F BE A YK YNLL NOT PE C016OFRW LY. • Surveyor -J Y m BE A vIUD TRUE COPT. x .y S E {A a y TO THE PERSON11��Ala0i THE�9ulf" l� Af t2s' l7A CJ TI PI®)NPA un ON HIS IFtwr m THE 'T I E9 77. O L TITLE FAMED, U11011°DON HF"TUnFD 1FAUF TH tele sNrven - suDdn;violN - 5e. Porro - carNlu6orl lGtoNt Q (1„! ro rIF ASp01FF5 a THE LFMIRIG ws11- �y TImoN. comHrwTONs na NOT TwHSEAAeIc PHONE (831)727-1090 Fox (631)727-7727 XLI THE EXISTENCE a NIGHT OF WAYS M LV AND/OR EASEMENTS OF RECORD. IF OFFICES LOCATED AT W,WG ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1780 ROAMKE AVENUE P 0. 8" 1931 RMHEAD. Nn Y06 11901 RN dwtd. Nm York 11901-0865 Q v j7 SURVEY OF PROPERTY ` SITUATED AT OFC 2 8 2004 W R�A D MATTITUCK o — TOWN OF SOUTHOLD rr SUFFOLK COUNTY, NEW YORK --- - S.C. TAX No. 1000-122-04-31 3 SCALE 1"=30' b JULY 19, 2002 I MOTES. OCTOBER 28, 2002 ADDED NON-DISTURBANCE BUFFER DECEMBER 17, 2004 FOUNDATION LOCATION 1. ELEVATIONS AN: REFERENCED TO N.O.V.0. 1929 DATUM EffiTNO ELEVATIONS ME SHOWN THUS:'99 �Y'j JAS S 2. FLOW ZONE NFORNATNNI TAKEN L\OM: N C G FLOOD INSURANCE PATE NM NR. U103COM2 G -(i gyp- LDK AE BAff NDW HEVAAN9 DEIF/I�C\��('\1�, 1,...c 0- J�V e me:•: ARIAS aF 10o-xu+ AREA =nnoD Nm AYEwtE D sq. f1. ,SALE, No N LEVEES 1m-rvn n.oW. (TO BULKHEAD) O.377c. as \ � �s CERTIFIED T0: PECONIC ABSTRACT, INC. \ PAUL LAMAIDA DEBRA UMAIDA NO � J aL E°„a 4- DS O�.oe 9 o �a 5 le, d � QPM 1% 05 '7� 8 U / PIYEIMRD NADO INYITE IIIYY 3f W&NR g AE NEM SW ,<� �N n�,o,✓ov_,,d, ' ,�c ^De c 1 • r�es� � P v-Q* o W�� N.Y.S. Lie. No. 49688 UNMI11AmTID KIERAAN 011 ADCRIdI wR+Er a n wnW a STATE h A. k n Jose p k9®9r►o v �r,V INE DF,WS la” l N NOf 9FMNG THE IMA 91ATrEY011'S INFO 6FAL DII DN9p A SEAL UE Nm 9E WNIOFAtD �o ro,� ,Y�,��.. Land Surveyor Q1ND1G1 r NDIGIED NDEW THE RRI ollr ro THE PFIBOFI FOR MpN THE THE g�� s FDIM;; No aH IRs mwF ro 0 N11E ODIIRMrc,adURRP/K/CWm MO Tr* Swv" - SubdMNmu - vb Pbrm - Carsboctlon LaPvA ^ LETIME MSIITUTAH U51FD NFIIBML AN0 �•�js�I ID m THE A59a,¢s of 1HE LNIN Nsn- V TDIw. mmncATIDNs Mc NDF TlwnvFlswE. PHONE (831)727-2090 FD: (8.71)727-1727 THE ENISIENCE OF WANT OF WAYS OFFICES LOCATED AT MUM ADDRESS OR EASEMENTOFANY/HOT SHOWN $ARE NOTCWARANTEED. 322 RO4IEIKE AVENUE P.O. Sox 1931 RNEWiC Nn Yak 11901 M W w9d, N.� York 11901-ODMS kLA US SURVEY OF PROPERTY W 71 SITUATED AT " `LJ MATTITUCK R0 - TOWN OF SOUTHOLD " SUFFOLK COUNTY, NEW YORK 3 S.C. TAX No. 1000-122-04-31 SCALE 1"=30' JULY 19, 2002 i0 OCTOBER 28, 2002 ADDED NON-DISTURBANCE BUFFER +'1 DECEMBER 17, 2004 FOUNDATION LOCATION �o O JUNE9. 2005 RNAL SURVEY SE c QP o " AREA = 15,430.28 sq. ft. rR6• (TO BULKHEAD) 0.377 oC. Y � c o; CERTIFIED T0: / '1O op 1 e O;F• PECONIC ABSTRACT, INC. O PAUL LAMAIDA ° (�`ff` DEBRA LAMAIDA 4(0 t 40'. O� \0J P O ti 5 i''(0. \ W 'Aj �� ,(•Y'`A�G J� X�) NOTES: w1� L ELEVATIONS ME REFERENCED TO N.G.V.O. 1929 DATUM �/ EXISTING ELEVATIONS ARE SHOWN THUS:169 ✓ \ l \ • yJ/0 fV`•�r /' 2. ROOD ZONE INFNI ORMATRTHEN FROM: 4\ 6 S ri FLOOD INSURANCE RATE MAP Na. 36103004/2 G O• eD* �ti a S yS / 9p ZONE A EASE ROOD aETEA ROOD ELEVATIONSRCD ZONE X ti JGJ ' „L.2 ' AREAS OF 500-YEAR Ro- FLOOD. AREAS of IaYcw c FLOOD WTTH Avl / AS2. Apry tX0 A' GR' -O DEPM OF LESS THAN I FOOT ON WH DRANAGE AREAS _FSS THAN AN Jp ' GU"1 9 I SOkARE HLF: O ANFAS %VOIECITD IT' _ET'EII F1NM 'W_YEAR ROOD. 3TO ' h `53 .E6 I GLN 0'D o � P I BG f IN A OROAHKE WITH THE MKYMLNI TTal S A AS ESTARNDSHED 9S SOF NE A FtlE'W TEE NEW YOU YOU STATEiaaLAND PTEn ¢ 0, P"IN ,A� �� I Re.E,E�cc a�°A•a� p, G .<Q' QAj` �G'JL O X. NO 7 �PPspps` 0. 0 4 �� a t,� (` S NYS. Lic. No. 49668 G UNAUTHDAZED ALTERATON OR QDWON TO THG SUNYEY 4 A N TON OF it SECTKRI ]209 6 THE NEW YONb( STATE EDUUION UM. s P,G� ,��' L �,�' COPIES X THIS S g F M R HOT BEARING J seph A. Ingegno 2 THE LAND SUMA!I s R*QD SEAL ON o cP�P C F D � RUEC HOT °o��RE° Land Surveyor ro O A vlSEA TRUE SHALL HO ( {`T, C4RI1Fx:A NOCATED HEREON SN RVN ----- /1 J ^{Y 1� 1E�) ONLY TO THE PERSON FOR WHOM THE SURVEY ��+! �lY Q, R��G '� „ y 6 PREPARED. Np ON AS BENWF ro THE \yvl TRF CONPArv. OWERRm1TAL ADENLY NC TNk Suneys - Suaa!Weiona - Site %ons - CoastU as Loyoul LFNONG INSTITUTON LSTED HEREON. AND TO THE/S9GNFE5 OF 1K LENDING IH - �� TuaON CERPYKATONS ARF NOT TRAHSRNAICF. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS WICES LOCATED AT "LING A00RE55 y AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. 322 ROANOKE AVENUE P 0. Box 1931 RIVERHEAD, New York 11901 RiverheoE. New York 11901-0%5 4 SURVEY OF PROPERTY KRAUS R SITUATED AT W SAD MATTITUCK o TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-04-31 SCALE 1"=30' JULY 19, 2002 , ,.'. o OCTOBER 26. 2002 ADDED NON-DISTURBANCE BUFFER 0 DECEMBER 17, 2004 FOUNDATION LOCATION - M 1UNE9. 2005 FINAL SURVEY �1y o JUNE 20, 2006 UPDATE FINAL SURVEY Q N AREA = 16,430.28 sq. ft. �4`• ,;. ,L S TO BULKHEAD)0.377 ac. 2� 1 1 r • / J• I. ELEVATIONS ARE O ATIIMMa� SHOW TO NA.TM 1129 DATUM 4 ` S•��A 2. FLOW ZONE g#VNAATE :]60 10M TMOIk1M13 • '• ../ o i \y -\�JJ �O.•te FLOOD R1611WICE MTE WP M,. 36103COM2 O • •, A T B. �j20NE AE MSE FLOW N 110013 0EIEIMED �1 ZME I': A,,m OF SOFYFM f100M NFAS a100_ F 11000 IM AVEAIGE • i�• b• \e �Q OEPM A LL$114W 1 F001 011 YAM OM•/YOF AIEA4 IES MNI -. 4 6 `. : �J , 30114E 11E:MD MFAS PIU)fECRD 8Y IEVEFS FRGI 1W-YFM RLCO. -J /1 TtOI Y� d yo tT � LL y�,, ,, o ua7 U 0 A �0 0 - E Z SW % Ew & a2 \ E) y v cA p u a MFOI wInEK.s Asasn FOR 31101 I!Y TIE IFI YaM1 TIM VID - K I !j. X �� L4 J� sr TIE LIAL APPO9AO AND AvoPrm o 7-1 mI/ 1 C �N�IL Z 'r ,'r4v4�yG�L� o s c7 CA) XFN =3 1 Q 8 uN x m o? O �' s EC 6 'm X13 �'l6 ` 4 +Y rj W ET �F1 0 v �+ / 1� �O N.Y.S. U1. NO. 49M � 6 i'�' ��G roWUI�1.�K,E1.1�M�IDadWM �NID, Tisa ME ME.YOM 3TA,E A. Ingegno oafs a,Is sANEr rw Ma 9E.vsc tt sL� �1L r Surveyor �o ro z A vAUD TMUE 00". 8 chi O L�J. .1b �' w'o`iE Fi FaIMOM�aI" wM�r r PNPAM OM is pwF ro ME - Sib Rau - Con,b+KMOO LWW m i WMNMY.O0,9EEEMIK iMY IID kb Survrys - SbEMI OOI Q ,I,DMD ESMDADM AW IFI MD {• ro TIE ARRr®a TIE UDDID 4'L�'lf�- 0 TUMMI. RIeMF3'AN9N3 ME FDT TMNMIOM9E. PHONE (63Tr27-2090 Fax (631)727-1727 G OFFICES LOCA7ED AT NAILING ADDRESSM) 'M0S%1 3FO RREa3r 322 ROANOKE AVENUE P.O. BO, 1931 7� ANY, MOT 5110MN AME MOI O/AIIA FTEIM RIVIRNAD NtrI, Yak 11901 M"&.d, Nav Y.M1 1 1 901-0965 o�'r11c UST OF DRA NCSSLU NEW RESIDENCE � M J :5 = a \ A�Il COVER PAGE a FORIBUJ 0 A-2. FOUND. PLAN, GENERAL NOTES, LEGEND (D U-1 _rw 59 Ch LMRmA�� E� �L � �LA�& MRS . LAMAIDA mI y 9 4 x m�yA�� ELESASII®��L V CDA-6 SECTION "A-A° & SECTION 'B-E' n 4440 OLE JULE LA. _III_ I_ ��I„ -Ir -III _6 � ,� . �� Y Of K W MATTITUCK NEW YORK 11952 A�D � �� ®��E��®�� DETAIL SHEET w Z nor A-8 DETAILS w N n BUILDING CODE ANALYSIS M Q W 1 . REFERENCE STANDARD: WODRNOREST & PAPEORSSOMIP FRAME CONSTRUCTION DTWO-FADWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS UNDERWRITERS CERTIFICATE 2. FLOOR AREAS: REQUIRED EXISTING 1ST. FLOOR: N/A APPgOV§D AS NOTED DATE: 7ZLP_ 7 B.P.#�JO 6'02'.]-� uZ EXISTING 2ND. FLOOR: N/A TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL FEE: 2 �6v: �P� AL PLUMBINBG WG TE LL PROPOSED MAIN FLOOR: 1,700 S.F. &WATER LINES NE ED NAILING SCHEDULE NOTI Y BUILDING DEPARTMENT AT i PROPOSED BASEMENT: 830 S.F. 765-1602 8A TO 4 PM FOR THE TESTING BEFORE COVERING GARAGE AREA: 710 S.F. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBIER OF NUMBER OF NAIL SPACING FOLLOWING INSPECTIONS: PORCH AREA: N/A COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE DO NOT PROCEED WITH ROOF FRAMING WALL SHEATHING 2. ROUGH - FRAMING & PLUMBING o a 3. INSULATION FRAMING UNTIL SURVEY I 3. DESIGN CRITERIA: OFFOUNDATIONLOCATION a Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-10d per rafter Stuctural Panels fid 10d 6" edge/12"field 4. FINAL - CONSTRUCTION MUST I L4 Ice shield BE COMPLETE FOR C.O. HAS BEEN APPROVED. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Winter untlerley- SNOW DESIGN Frost line Design mens FII LOAD SPEED(mph) CATEGORY Weethenr! depth Termite Decor Tem requlretl M1aeaNs \ U as tzs c severe 3'-a" Motlemte sn. , �� Yee sorsa Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-10d per joist Fiberboard Panels ALL CONSTRUCTION SHALL MEET THE w b Hee Mad mW sse (Table 3.4A) p Try 6" Bid - 3"edge/ Feld REQUIREMENTS OF THE CODES OF NEW CeilingJoist to Parallel Rafter(Face-nailed 25/32" Ed - 3" edge/6"Feld YORK STATE. NOT RESPONSIBLE FOR ) fi-16d 40d each lap DESIGN OR CONSTRUCTION ERRORS. (Table 3.9A) CEILING LIVE LOAD: L35 P.S.F. Gypsum Wallboard Sd coolers 5d coolers 7" edge/ '�1"Feld 2ND. FLOOR LIVE LOAD: P.S.F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap 1ST. FLOOR LIVE LOAD: P.S.F. I (Face-nailed)(Table 3.9A) Hardboard 81d Bd 6"edge/ ' "'field EXTERIOR DECK LOAD: P.S.F. Collar tie to Rafter(Face-nailed) 3-Bd 3-1Od per tie COMPLY WITH ALL CODES OF (Table 3.6A) Particleboard Panels ad Sd (see ma;of.) NEW YORK STATE &TOWN CODES SNOW LOAD (ROI P.S.F. AS REQ RED AND CONDITIONS OF WIND LOAD: ( ) Blocking to Rafter(Toe-nailed) 120 MPH 2-fid 2-10d each end Diagonal Board Sheathing NSEISMIC LOAD: MPT, SEE R301.2.2) 1"W'or 1"x8" 21-8d 3-10d per support' mEDEAD LOAD (ALL ASSEMBLIES): P.S.F. Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 1"x10"or wider 3-Bd 3-10d per support SOUTICUOTOWNRANWNGAOABD x WALL FRAMING _S6 -5 $OUOIOLDTOWNTRUSIEES rn O SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to Top Plate (Face-nailed) FLOOR SHEATHING 0, 13 2-16d 2-16d per foot /- y-iz ,I,Y.S.OEC N 4i STRUCTURAL ELEMENTS, & LOAD PATHS Structural Panels Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side I"or less &d 10d 6"edge/ 12"field _ 4. EGRESS WINDOW SCHEDULE: Stud to Stud (Face-nailed) 2-16d 2-16d 24" o. greater than l" 10d 16d 6"edge/6"field FLOOD ZONE � c. WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEETDiagonal Board Sheathing COMPLY WITH CHAPTER'46' OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"11"x6" 2-13d 3-1 Did per support FLOOD DAMAGE PREVENTION edges 1"x10"orwider 3-8d 3-10d per support SOUTHOLDTOWNCODE. MODEL# CLEAR OPENING I MODEL# I CLEAR OPENING Top or Bottom Plate to stud (End-nailed) 2-16d 2-00d per stud TW 3046 5.7 S.F. z' Bottom plate to Floor Joist, Bandjoist, 2-16d 2-00d per foot OCCUPANCY OR r 1. Nailing requirements are based on wall sheathing nailed 6 imched on center at the panel edge. d m Endjoist, or Blocking (Face-nailed) z r If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacilles,nailing USE IS UNLAWFUL m FLOOR FRAMING requirements for structural members shall be doubled, or altlernate connectors, such as shear plates, v R NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED shall be used to maintain the load path. WITHOUT CERTIFICATE a s WITH AN ASTERISK(`) ON FLOOR PLANS Joist to Sill, Top Plate of Girder(Toe-nailed) 4-8d 4-1 Od per joist 2.When wall sheathing is continuous over connected members, the tabulated number of nails shall be a o 0 0 rUi'r Bridging to Joist Toe-nailed 2- 2- permitted to be reduced to 1-11 nail per foot. OF OCCUPANCY g g ( ) fid 10d each end r J. N.Y.S. ENERGY CODE: 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional = Blocking to Joist(Toe-nailed) 2-13d 2-10d each end requirements. CERTIFICATION OF Blocking to Sill or Top Plate (Toe-nailed 4 Rr��['�xvkO011t>Pl�a>OC¢C¢t�e�Rf¢ ) 3-16d 4-16d each block NAILING Q Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist I < New York State Energy Conservation Constnre6onCode FASTENERS FOR ASPHALT ROOF SHINGLES q RESclleck Sofiviae Version 3.6 Release 1 Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist ALL CONSTRUCTION SHALL r� i- Band Joist to Joist(End-nailed) 3-16d 4-16d per joist §RR905.2.5 Fasteners. Fasteners far asphalt shingles sihall be MEET THE REQUIREMENTS OF THE 2 P1 00l N Y: Suffolk CODES OF NEW YORK STATE STATE:New Yak Band Joist to Sill of Top Plate(Toe-nailed) 2-16d 3-16d per foot galvanized steel, stainless steel, aluminum or copper!roofing nails, IM. 5750 minimum 12 gage[0.105 inch (2.67 mm)] shank with a minimum 3/8-inch Q R1il (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through RETAIN STORM WATER RUNOFFrag CONS JL`IIO1V'IYPE: Detached 1 a 2 Fama Y the roofing materials and a minimum of 3/4 inch (19.1 mm)into the roof PURSUANT TO SECTION 45-1 OC 0 FIFATINGTYPE:Nal-Electric ROOF SHEATHING sheathing. Where the roof sheathing is less than 3/4 !inch (19.1 mm (n s s ) OF THE TOWN CODE. WINDOW/WALL RATIO 0.18 thick,the fasteners shall penetrate through the sheathing. Fasteners Structural Panels 8-d 10d 6" edge/12"field shall comply with ASTM F 1667. W CTM LIANOE:Pam Diagonal Board Sheathing §RR905.2.6 Attachment Asphalt shingles shall have the minimum number O 1"x6" or 1"x8" 2-8d 2-10d per support PLUMBERCE ATIO N4aximan UA=336 of fasteners required by the manufacturer. For normall application, RT1F/C n }� 1"x10" or wider 3-8d 3-10d per support asphalt shingles shall be secured to the roof with not(less than four ONLEAD CONTENT BEFORE v Your Home UA=302 9 10.1e/gl3etter Than Code(UA) CEILING SHEATHING fasteners per strip shingle eor dtwo fasteners per individual shingle. CERTIFICATE OF OCCUPANCY 0.� Glazing Where the roof slope exceeds 20 units vertical in 12 uinits horizontal SOLDER US Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field (20:12), special methods of fastening are required. ED IN WATER Area a Cavity Cart, or Door SUI Y SYSTEM CANNOT Peritreler R Value R-Value U-Factor UA iimm EXCEED y/0 OF , EXCEPTION:Asphalt strip shingles shall have a minuof six ��LEAD, r fasteners per shingle where the roof is in one of the following a Ceiling 1:Flat Ceiling a Scissor Truss 1700 30.0 0.0 60 categories: Wall 1: Wood Fmnr, 16"o.c 1584 19.0 0.0 77 1. The basic wind speed per Figure RR301.2(4)is 1110 miles per a N Window 1: Wood Frame:DtwblePone 285 0.320 91 hour(177 km/h)or greater and the save is 20 feet(61096 mm)or Door l: Solid 21 0.520 11 higher above grade. Floor 1:All-Wood JoistlfrussOvr Unconditioned Space 1700 26.0 0.0 63 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour (193km/h)orgreater. OLIANCESTATEIvIIITheproposedbuildingrepresartedinthisdoctmentisconsistentwithOrbuilding OM plains,spxcificltio ns, and other calculations submitted with thispemnit application. The proposed systernshaw been 3. Special wind zones per Figure RR301.2(4). A/I desig/xdtonvAU-eNe Yal:StaleDergyCanservationCrnnstnJ UIOXIerequirLilults. WoenaRegisteredUsign Professional has stomped and signedthis page,they are attesting that to the best ofhis)her knowledge, b-Jid and z profeisionaljudgmC nt,such plans or specifications are in co npliaoce with this Cade. Itzi � OF 8 C ENERAL NOTES z ^J g � w J as C z L GONTRAGTOR SHALL GHEGK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE N LL o HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK d' AGREE WITH SAME. L.IJ O 6 z CD I+I 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W -0" TO STARTING ANY WORK. 33'-10" g'-4" 14'-10" 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, y I vi } PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, m ~ M M.O. =z ETC., FOR WORK PERFORMED FROM AGENGIES HAVING JURI5OIGTION THEREOF, IF REQUIRED. W W 9 4. ALL WORK SHALL CONFORM TO N.Y.5. GONSTRUGTION CODE AND ALL -(� LOCAL RULES AND REGULATIONS, V N r N C ro ------ 5. ALL METHODS OF GON5TRUGTION INGLUDING FORM WORK AND B Y m w 4X4 P.T. POST ON Ib" DIA. P.G PLACEMENT OF GONGRETE ARE TO BE CAREFULLY SUPERVISED BY THE GONTRAGTOR. H n 6. IF IN THE COURSE OF CONSTRUCTION A GONDITION EXISTS WHIGH W FOOTING 3'-0" BELOW GRADE MIN. DI5AGREE5 WITH THAT AS INDIGATED ON THESE PLANS, THE Z ON UND15T. 501L (10 TYPICAL CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY Z ____________ --- - _ AND LIABILITY THEREFROM. W Y. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM r II SOIL PRESSURE OF 2 TONS PER SQ. FT. AND SHALL HAVE A N `r MINIMUM OF 3'-0" OF COVER. 8. ALL CONCRETE SHALL BE 2500 P51 CONGRETE AT 25 DAYS FOR II I r SLABS, WALLS AND FOOTING-fa F 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH w (2) #5 RE13AR HORIZONTAL GONTINUOUS UNLESS OTHERWISE NOTED. 10, ALL STRUGTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOWS - ____ _____ __IT UNLE55 OTHERWISE NOTED: 1 BENDING STRESS = ISO psi (SINGLE) MONSOON B DING STRE = 1350 psl (REPETITIVE) .T / L ------------ -- -- -- /i-- --------- 1 1 000 I%k F E 1,4oO,00055 01 , T----- ---------- / r------------------------------- --------------- Yv II. nLL HEADERS AT INTERIOR WALL GON5TRUGTION SHALL BE )" / p i v (2) 2" X 6" UNLESS NOTED OTHERWISE O I / I 8" POURED CONCRETE FOUNDATION O H � % / WALL REINF. W/ #4 REBAR (VERT) ® -, 1 / ___ 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND 2'-0" O.C. a (2) #4 REBAR (HORZ) ON UNEXCAVATED �j° J AROUND ALL OPENINGS. PROVIDE BLOGKING UNDER ALL PARTITION IWx36" POURED GONG. FTG. REINF. % a I ////f� WALLS RUNNING PERPENDIGULAR TO JOISTS. W/(4) / / /j' / #5 REBAR ON UNDIST. SOIL. 3'-O° � � � :d I /� I O J)BELOW GRADE MIN. (TYPICAL) l - 1 % / 13. ALL 5TRUGTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF 1 4" P.G. SLAB REINF. W/ _____ -________________ F--_J FOUNDATION WALL OR SUPPORT COLUMN BELOW. &' POURED CONCRETE FOUNDATION bxb-WI.4xHI.4 W.W.M. ON 4 MIL % '� '- •I j WALL REINF. W/ (2) #4 REBAR (HORZ) ;q VAPOR BARRIER ON WELL j 1 14. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THICK II a / ON 18x24" POURED GONG. FT6. REINF. COMPACTED POROUS FILL �/// UNLESS OTHERWISE NOTED. ,f 4" P.G. SLAB REhV Q O A I - I W/(3) #5 REBAR ON UNDIST. SOIL. 3'-0" � I %% I bxb-WL4xWl.4 H.A.M.M ON 4 MIL - I I m f W z BELOW GRADE MIN. (TYPICAL) % VAPOR BARRIER ON WELL I di 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x U WOOD 1 / 1 2 3 g'1DIA. LALLY 2 b Y-Y - 3 O 3y�" DIA. LALLY j % 1 3'-O"� I '-0" n / j Ib. ALL NTERIORH AS NOTED GYPSUM BOARD BOTH SIDES UNLESS �% COMPACTED POROUS FILL RWISE NOTED. 6-4 COLUMN ON STL. 12 r �, 3 Y�" DIA. LA LY COLUMN ON PROVIDE 8" X 12" L, n Y. ALL M DOORS SHALL BE STAINED GRADE b'-8" HIGH X L STL BASE PLA / 3/8" X WIDT ON PLAN WITH APPROPRIATE HARDWARE. V. P % , COLUMNS ON H" X 3Yz° DIA. LALLY j Q -r STL XYy A GALA. /// / BSL LOQ (4)Yz 4 DIA. ANCHOR BOLTS BASEIPLATE W/ (4)YzS DIA. i%i/j/ - BAS MOLDINGS AND TRIM SHALL 8E STAIN GRADE. W/ W,(1 ` DIA. j/ DIA. ANCHOR BOLTS %/� r BASE PLATE I^V !4)Nz / ANCHOR BOLTS ON 36" I / i j� m (4 E P�� 1 18. PROVIDE 6'-8" MIN. CLEARANCE ABOVE STAIRS A5 PER N.Y.S. CODE. / TE �/ X)4" 6ALV. STL ` ANGHOR BOLTS /'� �� // " DIA. j// 36 x 48 x 18 / 56" X IH P.G. FOOTING �// ` ',�� ANCHOR BOLTS I - I 19. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- Z m L % ,/� P.G. FOOTINGi REINF. W/ (5) #5 REBAR INSULATED GLASS, INSECT SCREEN, k JAMB EXTENDERS A5 REQ'D, a F BASE PLATE W/ 4 DIA. REBAR EACH#WAY L� P.G. FOO �� / 36" x 48" x 15 3 J4" DIA. LALLY GO PEB DIA. LALLY / UNDIST 501E r� p ^/ REBAR EACH WAY / 36" x 36" x 16° A5 MANUFACTURED BY ANDERSEN OR APPROVED EQUAL. y P.G. FOOTING ON b" X H" X&' 6ALV. STL. ON UND15T. 501L EACH xY36" x 18" F- P.G. FOOTING 1 m 20. ALL ELEGTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS N I COLUMN I I ./ REINF. W/ (5) #5 O YY / TING O O REINF. KI (4) #5 1 REBAR EACH WAY 1 1 '- APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATIONS. o ci ANGHOR BOLTS ON 30 X REINF. W/ (4) #5 <L a / COLUMN ON 6" X * d r l o Ld 30" X 16" P.G. FOOTING / REBAR EACH WAY pS ✓/' r 8" XY," GALV. i w 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S.REINFy W/ (4) #5 REBAR 15T. EACHSTL. BASE PLATE R % BUILDING GON5TRUGTION CODE. 1 EACH WAY ON UNDIST. SOIL W (4) " DIA. JNEXGA\/AT�D OV w o o ANCHOR BOLTS / 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN GONSENT OF THE ARGHITEGT OR ENGINEER WILL NEGATE THE I I / I ISI GERTIFIGATION OF THESE PLANS. / � I 11 11 23. THE ARGHITEGT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS / L______ --------------- ------------ L_-_-_________________- _____-___ _______________ __J AND / OR OBSERVATIONS OF THE GONSTRUGTION. 24. DO NOT 5GALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE z' m SCALED DIMENSIONS. =m= o X L---------- ----------------------------------- / r f----- ------------------------- -------------------------------J 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. :j C 6 W K W U 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL a o m " rn I .r I I / I B REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER g - " POURED CONCRETE FR05T WALL THE PROJECT FOR WHIGH THEY ARE MADE 15 EXEGUTED OR NOT. i I----------I-% -(j THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS ON lF.x-V( POURED GOON UND1. / SOIL. '-0' #5 REBAR ON UNDIST. 1 F---------I m TO THIS RIAT EGO EXCEPT BY AGREEMENT HI WRITING AND WITH A SOIL. 3'-O" BELOW GRADE MIN. / �--------, � � p APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. i 1 2Y. DOUBLE MIGROLAM5 TO BE NAILED TOGETHER WITH TWO (2) ROW5 �I ---------- IGD COMMON WIRE NAIL AT 12" O.G.. -----------I- 28. ALL TRIMMED AND FLUSH GONNEGTIONS BETWEEN JOISTS, POSTS, OR H -------A' RAFTERS TO BEAMS, GIRDERS OR STRUGTURAL MEMBERS TO BE �I FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG dLi % TIE' OR APPROVED EQUAL. nl� 29. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO ORDERING S INSTALLATION m 0 � O 64" g,,�,� 3'-2° V-,4." 3,-4" M.O. M.O. lJ fOUNI7ATION PLAN LECEND F 5GALE: 1/4"=1'-O" U NEW CONSTRUCTION :16„OL FRAMING NOTATION p a us 05P SMOKE DETECTOR MI SECTION MARK 0 4x4 STRUCTURAL WOOD POST A-2 UNLESS NOTED OTHERWISE EXHAUST FAN z z W OF 8 y Z n N J 5 LIJ J as LISC y o� W p 861 z' (') W W ir 12 y z VARIES- PER OFT. RAKEMOULD m (~j ELEVATION D OVER Ixb RAKE 6 8 LAJ La 9 0 JIM 5 _ 2 Ixb FRIEZE cc � -41 ROOFING MATERIAL (y P.T.2xI0r �2 P.T.2e�0 'o---�---- --"�I Z �' -- _---- I_-_-_- _ __ PER ELEVATION -- �___—__—_______ l m PITCH ROOF y AS REQ'D. MATCH PITCH OF GABLE ROOF gill _ W OGEE GUTTER OVER I I (2)P.T.2x10 (2)P.T.2x10 —_1�____(2)P.T.2x10_—__—__— Ixb FASCIA777 l II� D � I ill N j- lry 1 F O IxlO TRIM BOARD TIL I a ° • , II li -a i z of i a Ili i , a :g IL w J� to • -, FRONT VIEW SIDE VIEN TK3046 TH3046 TH504b 2x10 2xbmo oVER�aD DOOR C�)2x10 (3 // �,�/.r,,,/L.,• , ,,•..,/c%... i �W (�) 306'5TL. SOLER TYP I CAL ROOF RETURN DETAIL � I � � DOOR ROOM ( � , � �a — 0 PROVID6 RAISED lb 5GALE: 5/4" =P-0" / � ,'N MASONRY }� �I, /� (� IN � L� �.� PLATFORM �-, � •_ < / U VT-f�/"l D/UIN V SHED =1 PROVIDE OA FIRE RATED GYPSUM BOARD. OVER GARAGE, BOILER L HOT h �� G1 mi G o -1 Is o -i V WATER HTR. AS PER LOGAL _ ,,• L% /� o ry o ml LL o CODE (GEILING $ WALLS) / - 30'_2" - ry a � ry • 16'_6" •i qi 0O- ^L� tJ POST ABOVE I 2 CARGAR,4CCE O m s� SD ALIGN COLUMN / 25'-6" Q 20''0" V P05T ABOVE n 12'-9" 12'11" 5 06 L. -F51/4 % Q = m O10'-0.. 10'_0" 5 ° 1 q�� 1 1 • �'� 1 1 1 j V K O w N_ LLI LL�1i L iLL F iLL I� gi m i V SI ry _----b' f 2'_1 a i 'g IC p - - / 1 XX0 �p 1 _----_J 'Z � � � -j Aj � � ✓ 1 - 1 1 rv • � 1 1 O 1 1 / 2"xb" DECKING OVER GGA G I I f 1 1 1 DECK "2x" -1015T5 516' O.G. "2x" LEDGER BOARD , 2a 36" HIGH RAILING (SEE PLANS FOR SIZE) 112" 916 LAG BOLTS �_--- x q /4I°61. 5 I/4"X 9 4°61. z m 5 1/4' ®I6" O.G. STAGGERED (3)2x10 (3)2x10 _ __a �_—__ O�ERFT�D DOOR„„��I I bOlO OTtR-FIE'M DOOR TYB046 TW3046 __ _-__-_- -- ------- _.--------- ---,0�/CYT ry o a o c o m vi (2) 2"1 FLUSH HDR. POST ABOVE p CR I^V (2) THRU BOLT r EACH P05T (PRESSURE \ /� .4 /�✓/ \ /\// / / � \ / / /T \ \�\ / � � / .moi ✓ "BIMP50N" POST BASE OR EQUAL (TREATED) \NIDE 6ALVANIZED V / �/�/�/' / \ iii Ib" DIA. GONG. FTG. TO :AN /` / 3/H DRAINAGE GAP / / // /A� T (cam Vi AV V A/ALUMINUM H FLA5INGA/ 3'-O"(MINS BELOW GRADE v / � A A A �/A VA / � A / i � � / / / �/Ari ✓ / � Aj NJ T)oI DECK SECTION 51 5/4" =1'-O" • O 5 � a SUS ` a LOWERFLOOR PL,4N GARAGE AREA = 650 S.F. a SCALE: I/4"=1'-O" A-3 a OF 8 N N C W In U Z � J J5 �w ra d d = � N �o W 8 = 57b" LLa C 7 I I vi -0 m NI -• mz > II'-10 -0„ z U O.H O.H LLJLa9 A B = m U Z Q r-n I �m Y w �w 1 3 W Z M d 1 I 1 4 L+J 1 RD T JFNT Q 1 W N - 1 W DEGK 1 N W 1 Q I1 — X60 4 - - - — — - - - - - - — �Z s — o _ O FW66068L THB036 TN6036 FW6606BR � _ O � a �i /i`^/n ./,%i/,�✓..<,//i /%/O/ .'..n, i,,:n, ____ ;U/Cii/,i%„< , ,; ,! %/%a='G:� , ,//%iiif'-i i/....,., .;., %/ iG is ii's /ii"ii /iJ � � � _ O z 271TO 1 BAAM1RO -0 _�_— T�HFN MMNO AREA 2 Ir � i= i v -• Av vsn D TGHEN a MA TSR 4 0 T O TI ow I6°i m ry n a / BAT ROOM lUB riz v N r- K li UPPER LEVEL SHWR % O 0 0 1 m -10 O o 0 ' n ' T. �. �. /i o n e I : 111 / � • � ry • HF.IL6HT OSD ;�� BEDROOM % 2668 BI-FLD. 3 Y2" X 5 Y2” PAR4LLAM- �. .G. REQ. _a) � O 3 % P05T LJ BATH iy0b� 5D 51/2 6.. a X Ie 61_- _ _ _ Q -- ---------------- - -- ------ -�_—__ _ m 4 cC. CL. o� xlo LOWER LEVEL . 5066 DBL. HINGED ' " .n - tVil U G O � � � � � �ABOVESHELF� • 2) 1x10 bbd , v I Ilo To .0-FLti / ry 8_O v ' ZINC ROOM 2 � cl. ' 051LIN6 OY 6 srFosrls,Rw_p / IA HE16HT m 5D se o w m N ,yam 050 o ��se rya � 2X12 0l1. I _ a � ✓ u �� • Ib"OL. LIN. , BF RO M G al J IO O" O o GEILIN6 � O SD I HEIGHT .�T�� GL.m n • m � 'O PLUME31 NC R 1 SER D I AORAM pl DN 13R NSUL. ENTRY Q BEDROOM • / y P DOOR 2X12 RR O N.T.S. j 2X12 RR e 16'OL. , o Ib"o.L. SLOPED p z m SLOPED X6 P05T GEILIN6G� a 8 m z �� II GEILIN6 20'-4' ireNLLJ ✓/ IS,�„ m2,�„ 10,x„ 6„ a 5'-O"Cl RDLE TOP IMIT x6 P05T x6 POT a D � � ¢ vi 5 "X 9 I/4°61. ' 3068 8 5. 5. (5)2x10 ^Q f3)2x10 " GIRDLE TOP UNIT ;9 TW3046-2 TNB046-2 e Y P41046 046 - - - - - - 1 - - - - - - - - - - - - - - - -- Q O ;2 Q -b z D o -0" Ing OH O.H. u 99 21,_2„ 6,�„ 29,x„ ad 57,_0„ I� a U I�j K d N ,� UPPER PLOOR PLAN AREA = 1700 5.F. a A-4 �Z = OF 8 N _ z U z 4; =a CL CL I" X b" FREEZE BOAR12 LAJ D p CD LLI ARCHITECTURAL ASPHALTW ROOF 51 ---- -- -- -- - — I - - - Q j PAINTED M.D.O OR WOOD PANEL VINYL GLAD HOOD WINDOWS --- - -- --- _ - - - _ - - - - - -- - _ °D r LLJ fa TOP PLATE -- - - ---__ -` - - -- -- - - I__ — - 3 mm SEE TYPICAL ROOF RETURN DETAIL ON "A-5" RHAN6 TYPICAL W - 1 - �--- j - Z-wit a Ni VINYL SIDING 4" EXP. TO MATCH i 0 0 Z W 15T FLOOR - i � _ N THIN 5TONE VENEER FIN15H n FF-71 ❑❑ C ❑ C❑ _ J. EJ - I- A� C ICI bL71 ❑D a D D ❑ DLEI] CI r TA.5LA5 - - - F _ �D D EE-11 --:111 1 C 10 I I I I �__� --- --------- ----------- i qP — ______ . _________ _______________'_______----------------J ----------------------- -----------------------_ ___J--------'---------------------------------------"----________________________-�____� LE1=7 SIDE ELE I ' ' ' N a ,� 1=RONT ELEY,4TION SCALE: I/4"=1'-O" SCALE: I/4"=1'-O" \ U � g Z m O Z ri � v 12 Ld l J ARCHITECTURAL ASPHALT -- ROOF 5HINOLES - - '— — - VINYL GLAD WOOD WINDOW5 ---- - - ° - Z i z m I'-O" OVERHANG TYPICAL E5 i - - NEW VINYL 51DINO 4" EXP. U TO MATCH EXISTING - -- - B ISI----11 '1 _ bi --- 'Q = nn DECK NOT SHOWN FOR El FE-11 PURPOSES OF CLARITY - � DDD © 00 ❑D IUI D = T � II ITJ __, II II II II II Ir Ir ------------------------'--------------------- --------------------------- ------ ------- ---I L U Q RICHT 5117E ELEVATION y 0 ,� REAR ELE1l?�TION SCALE: 1/4"=1'-O" SCALE: I/4"=1'-O" b A-5 Z OF 8 N K Z n� -L:::L— CONTINUOUS RIDGE VENT }\ J m 2" X 14" RIDGE BEYOND a PROVIDE 2X4 TIES ® I6" O.G. ` C RIDGE,EIEV.3b.4' 12 N g o l PROVIDE 2X4 FRAMED WALL TO SUPPORT ROOF RAFTERSI UNLESS OTHERWISE NOTED : 3 4" X - - \\ w > ^E a � a 240# ASPHALT ROOF 5HIN6LE5 (COLOR BY OWNER) ROOFING: 250# ASPHALT SHINGLES OVER 15# FELT PAPER, 1/2" GDX SHEATHING, 2X12 ROOF RAFTERS ® 16" O.G., 2X10 G.J. ® 16" O.G. 10" ROOF VENTING: CONTINUOUS RIDGE VENT (R-30) BATT INSULATION AND 1/2" GYPSUM OARD. ,S m 8 " z B FASCIA: 6" 24" CONTINUOUS ICE DAM SHIELDING ; m O Zvi W W E) 1,_O" om ,1 TOP PLATE,ELB/.Z1b �( E 2X12 VALLEY PLATE �Xx^� xNl X12 GEILIN6SIO[5T5 _ = m FRIEZEBDS: 6 i• STEEL 2x12 ROOF RAFTE - v En GORNERBDS: 411 1_p N ERS JOIST \ / NO 12" OVERHANG W/ Ixb WOOD FASCIA, PERFORATED L V Vl/ Z_ n CASINOS: 5J" VINYL SOFFIT d PRE FORMED ALUMINUM GUTTER ROOM DININO AREA nvZ SIDING: HORIZONTAL VINYL W/ 4" EXP. HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER o HORIZONTAL VINYL SIDING (4" w MO 'T(VEK' HOUSEWRAP, 1/2" GDX SHEATHING, (2) 2x6 Q _ ' EXPOSURE) OVER '"M/EK' W m a OVERHANGS: 1211 TOP PLATE, 2x6 STUDS 0 16" O.G., (U 2x6 BOTTOM HOUSEWRAP, 1/2" GDX 5HEATHIN6, Z PLATE, 6'(R-I9) BATT INSULATION, d I/2" GYP. BD. -- —- (2) 2x6 TOP PLATE, 2x6 STUDS ® 16" RAKE OVERHANGS: 1211 O.G., (I) 2x6PLATE, FINISHED FLOOR (BY OWNEW OVER 5/i' GDX PLYWOOD, BATT INSULATITI OM ON, d I/2" GYP. BD. �yJ MIN. FTG. DEPTH: 5-0" BELOW GRADE GLUED d 5GREWED TO 2x10 FLOOR JOISTS ® 12" O.G. W/ CRO55 BRIDGING ® MID-SPAN W/ e," (R-26) BATT 15T FLOOR,EEv 198 gq G I EL I NO HE I OHT— INSULATION d Yz" GYPSUM BOARD. IST PJB- 11 HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER m 'TYVEK' HOU6EWRAP, 1/2" GDX SHEATHING, (2) 2x6 / TOP PLATE, 2xb STUDS ® 16" O.G., (1) 2x6 BOTTOM rT�PROVIDE 2Xa P.T. BRACING STONE VANEER FINISH SYSTEM pq TOP OF S n SH– PLATE, d 1/2" GYP. BD. EAGH WAY a ALL SUPPORTS I"t OVER 30# FELT PAPER OVER)Y y 4" P.G. SLAB K/Y,,, PER FOOT SLOPE MIN. TO GLS GDX PLYWOOD 5HEATHIN6, (2) 2x6 W OPENIN65 REINF. I,/ 6X6 1,41.4 X AIA W.W.M. OVER Q o UN�fEATED/UNF I N I SHED TOP PLATE, 2x6 STUDS 0 I6" O.G., (I) 4 MIL POLY VAPOR BARRIER OVER 2" RIGID 2x6 BOTTOM PLATE, f I/2" GYP. BD. IN5UL. ON WELL COMPAGTED POROUS FILL WINDOW MFR: ANDERSEN (2) 2X6 SILL PLATE V•V Ys" DIA STL. ANCHOR BOLTS ®-- �b0 HEADERS, UNLESS OTHERWISE NOTED: 23" O.G. MAX, GONT. TERMITE SHIELD OVER SILL SEAL _ V P < TO.SLAB,E£/.IOb' GREE E0 FOR SPANS USE r a" POURED CONCRETE FOUNDATION WALLREINF. N)/ #4 p . ,.��\�,..�.r.,...\ :� V,"��\\O.,O`.'��:•R . .,\:,O\.,�"\ 0w,", i1I �1:'\:.,: y Ilv�riy\r/:y. 11-011 - Ou - 21-4u (2) 2X6 REBARNE TJ ® 2'-O" O.G f (2) #4 REBAR (HORZ) rr\,,,;r.,\oYT,i\z/�:\r/",•>,,r.,c...,,,„.,�q,�./,T,�.-, .....rT.�.T,,,../,,\vJ//. /,o,,>\,.,/.,....,r...,,\y \,pu /,r.1..rG/,Y,\;,y...i!,..a.o�\\�J..1j',,rC//i,\r/T.G/r..w,�,.Di...�r�//v/'..�/a„u,),„..//.l:lll../i°'>,''l,�ar<L..r,..*:r,/�...,,�..,-,./r,,.,%:\:./�w:J�.i..rr/r\\a.„,?\..v/i\:./.l./'\.i./..,../�,.:',/f II .,,,,. /,\O/O,r\.. s"�Ho�w q \ ou,: .X\ .v; \ o- .�:.., Ory j o. .:,\ o,.o,`\eo, ;o,o \ o. .,... o ,..,o .\ o• a\r . ., . . \ ,t\ G. REINF. N)/4 aw.,.��,��,>�,.p:0 �-�\.>\,�. dp,\\,O„� J ��0r „�.; >\y\Y vL ; \\'��,a„ >Y-s \ \v\,'\\y' rw, G .�./,;. /Y\/ p., rbj.,/�,J):/�' \ � r �':•/i�/i-� II ON Ib"x36" POURED GONG. FT O #B REBAR ., .,,�., r,,1 .,.,1 .,�., w14 �j p\, a „✓`.r li'. /./ .{. i/,if .l//./, ri r,..� i �✓(../,/i. ,. r.,i. / i i.✓i�� // 'r /r :. / �¢c./,�((,✓•Q. � i 3;=r".,;,, .2,,:.rT p,,,�.D.G.� ri.; •i :, r ,i '".,.1 , 11t/ \\/\�0 \�\ 21-511 3i—I I11 (2) 2X8 ON UNDIST. SOIL. 3'-O” BELOW GRADE MIN. (TYPICAL) v4 m4f- ��I:�K�i�.\.',./.:\.oG:/r�\.r.p\: .�.,�,..c.,('��/�\af<o\�',�o✓l!�:,rr,\�<p,\\�...<.,�- a�o.\..r\o:\`..�.:�i.a�:.”(zzZ✓o\ \\�r.�.\✓,..//r\^�o-.:..�r.�/,��../.i.�. .r/i\\or�;\\\�.�\O�!\O✓/.\\�,.r/.:\<�i�.\^�.//;iro\,/Jf/Y�\/Tii\��r/�.��\.�0�./.��,.%i,”�./.i r<.v\/�..�./�:�\...�r,�o./ii\\\\yf�ia..!>��!/\\;�/,��`i,,,.�../,i�.�y..�`/.://G,c�;�%J,,�..,, r .II a/�.ro�..:.:,,�l�.:;.,.v,\o//" -, �\\co.,�, �.v��.>\..p..,��.��,�� .��„o\ro;o•.'\\\ y� �. ;�.o`„�Vv,.� �„� „>\\�„ (2) 2X1041-0" - 51-1111 u ELEV. �,..,.,�,1?,.\�.,,;%./\:.-✓i.\ao✓;�.�.;i,/o•vll.�\.,r<s��..�,,i\.,„/1:-:v..�>\rTr/�\.'>lr✓T—or?.,�yr,,Yoo4\�.\.,,,1.\\.��i, ,.o ) r Y<) ��jgc\L_\�o,..�.,:l\,'\\\. .:�..\.>.r�>\��G\wti��.o}\ii,.i r�\.l,o�\!./C.\\rr.,,..\✓.\Y...\:..;T•�'.3\.T>�r�r:,?0 v\p!' o.'a�. t oaBO.FTG. (91 - u - -O (2) 2X12 i,,?,/,ri :TY;iy � A-/ u .r �.�1/l.,•.//,err yi ii..r..(4.ia`, r 7T ; /'J/i fi;.T..�l r\lni.� �".rvyi/.� /i< �'.c.<\:'.< .-r�:�\��. c. \//J'\ \'Jl.lr\ .i..� ��.. "�..,`.. \.,, \ , .., 1 . .. „ � sod /C\ 1 �� a>�, -\,�'S� o\ ` ,v:s,..<' yy” "??\�. , : \ .�•�� . \ t. \,..<v.�%\\`/��\r.\� �>`�,�;°y"•r\o�r/`y I ".�2:';%v%J� �/��r�\/r%�✓f,il. ,.� �/��i�U,\�j^�'�ir!7/.�///.ir.:V�.: :v:a��l.�//.�/ �%��.�/�!r.�\ori;.��:,//r,'f/,��/• 61.�::\�:c/,\<'./ /'7�/:ii a'��%:�'/'�,�i\,�• ..�T�•�/,.r//,�••��G.c�_a/.��r%�/!i II V � K L4 \ V = SECTION 11A-,411 SCALE: I/4"=1'-O" d 1.5 m CONTINUOUS RIDGE, VENT N 2X14” RIDGE W/ 14 GA. GALV. 5TL. RAFTER TIES 0 16” O.G. RIDGE,E_EV.56.4' w �I� N J 2X4 COLLAR TIES ® 32” O.G. 12� 240# ASPHALT ROOF 5HINOLE5 (COLOR BY OWNER) F \ OVER I5# FELT PAPER, 1/2" GDX 51-EATHIN6, 2X12 ROOF RAFTERS 0 W' O.G., 2X1O G.J. 6 6" O.G. 10" \ (R-30) BATT INSULATION AND I/2" GYPSUM BOARD. \� \ 51/2" STEEL 24" CONTINUOUS CrTDAM SHIELDING o Y P1�ttPICALL) TOP PLATE,ELEV 21.8MN r- � �1. I1 ` �. 1 .1 1 °1/ 1,1 V� z m r r W m x p° o STEEL BASEPLATE W/ 12" OVERHANG W/ Ixb WOOD FASCIA f PERFORATED (4) ANCHOR BOLTS VINYL SOFFIT d PRE FORMED ALUMINUM GUTTER a O G m fn ON I" GROUT BED. HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER, 4 BEDROOM YL SIDING (4" Q Q MASTER HORIZONTAL VIN 'TYVEK' HOU5EWRAP, 1/2" GDX 5HEATHING, (2) 2x6 = EXPOSURE) OVER PX SHE' TOP PLATE, 2x6 STUDS ® I6" O.G., (I) 2x6 BOTTOM (2) 2x& TOP, I/2' GDX SHEATHING, / PLATE, 6"(,219) BATT INSULATION, f I/2" GYP. BD. BEDROOM (2) 2x6 TOP PLATE, 2x6 STUDS ® I6" 1O O.G., (I) 2x6 BOTTOM PLATE, BATT INSULATION, f 1/2" GYP. BD. TOP OF 4" P.G. SLAB �1 GLUED d SCREWED TO 2X10 FLOOR J015T5 ® 12" OL. W/ ` ` 1 -------------------------------------- - --___- - - INSULATION f /e' "TYPE X" FIRE RATED GYPSUM BOARD. 1ST FLOOR,ELEV 19609 FINISHED FLOOR (BY OWNE OVER a GD GRO55 BRIDGING ® MID SPAN W/ b" (R-26) BATT 5 HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER , 2:_p� 'TYVEK' HOUSEWRAP, 1/2" GDX SHEATHING, (2) 2x6 a >. ✓ TURN DOWN SLAB TOP PLATE, 2x6 STUDS ® I6" O.G., (1) 2x6 BOTTOM STONE VENEER FINISH SYSTEM I" TO TOP OF FOOTING PLATE, d 1/2" GYP. BD. OVER 5o# FELT PAPER OVER YY q GDX PLYWOOD SHEATHING, (2) 2x6 0 O REINFORCED COLUMN FOOTING 4" P.G. SLAB W/Y+" PER FOOT SLOPE MIN. TO GARAGE b • • • • ;�',.% \j• AS REOV (SEE PLAN) OPENINGS REINF. W/ 6X6 NIA X W1.4 W.W.M. OVER 4 TOP PLATE, 2x6 STUDS ® I6" O.G., (I) O MIL VAPOR BARRIER WELL GOMPAGTED POROUS FILL 6 \\\�' ':`\i`��/ \:\ .'�\\ ' " \`\• 0-- (2) � 2x6 BOTTOM PLATE, d I/2" GYP. BD. � !, .',, /., / / i /,•„ / .; . (2) 2X6 SILL PLATE N)/)4" DIA STL. ANCHOR BOLTS ® v DETAI LOF TYPICAL COLUMN BASE 23" O.G. MAX, GONT TERMITE SHIELD OVER SILL SEAL ad SCALE: I„ = 1'-0" 6RADE ELEV 10.1' R - RI b" POURED CONCRETE FOUNDATION WALL REINF. W/ #4 ✓\ '' %y'i� - - 1 - - 1 - /r,\`\/T\j% j REBAR (VERT) ® I'-O" O.G. f (2) #4 REBAR (HORZJ ON O\Y .� �`::` .'p\ \ 0. , , :.�y" /`, �i� a": 9ynl�r r , / i la"x36" POURED GONG. FTG. REINF. N)/ (4) #5 REBAR - = z I I .�� -.� �y? /�' � �? , �i/'\\�iJJ'v///rl J,��/r 7T, l:`��%i T/ i/�, �, . 7i/ / %'.i\r '/ i /ii r { r / Q:rr C�/� / \ ON UNDIST. SOIL. 3'-O" BELOW GRADE MIN. (TYPICAL) O�\��\ ///A(/\\/l//\//,\'\� r?��% /2 �'✓D�/fir'%, � BD.FTG.ELEV.5.1' \��.//'ii� ''\r .:\o`. �'r��r/�\'r\i.; �!4<,.Oh%\/\?�QO��i.:G\ �'.�\�\��:\i're /'fi✓i �i. �`�ir✓'.Yrll,�p?iii\''�.•�i�i a fr%i; SECTION 118-811 A-6 SCALE: I/4„=1'-0” a z = OF 8 vi ROOF RAFTER RAFTER TIE (§ 16" O.G. OR FLOOR JOIST MODEL "C520" CONTINUOUS RIDGE VENT ROOF RAFTER N 12' OR FLOOR JOIST w DETAIL R °° 2' RAFTER CONNECTOR of Z n � (2) @ 16" O.G. ° ° oo� (> Z �_j4; "2x" RIDGE BOARD ONE RIDGE ° �° MODEL H2 °e .` a , RAFTER GONEGTOR CL a z� SIZE LARGER THAN RAFTERS ° ° II I (p Ib" O.G. TOPDOUBLE MODEL " H2.5 y o SHINGLES AS SPEG. o ° ° �� o W O d o � W = ROOFING FELT AS REG''7WALL STUD LLJ C �w \�. ROOF RAFTER ° ° o a O oa N � vi as m H } PLYWOOD DEGKIN6 AS REOV m U =� "2x" RAFTERS AS REO'D NOTE: THIS DETAIL 15 UTILIZED W H 9 WHEN WALL STUDS ALIGN DIRECTLY m / \ CONTINUOUS SELF ADHESIVE W/ RAFTER. WHEN RAFTER AND STUDS NOTE: THIS GONNEGTOR IS AL50 USED DOUBLE = m� N DETAILARE NOT " TS ON OTHIS PAGES FOR GONNEGTIN6 THE FLOOR JOISTS TOP PLATE V) INSULATION ICE DAM MEMBRANE, 2'-0" MIN. TO THE STUDS ON A CANTILEVER. Y N AS REG2'D DETAIL RAFTER-TO-RAFTER CONNECTION TYP. ® EACH RAFTER RAFTER-TO TOP PLATE TO STUD CONNECTION (2) ® Ib" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. W m= �-- UTILIZED WHEN WALL 5TUDS ALIGN DIRECTLY W/ RAFTERS UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ R. Z na DETAIL " T " BEYOND ® ®I — 2ND �� C / `/ \� \/ \�/ MODEL " G520 BY SMPSON STRONG TIE scale: N.rs. MODEL " H2" BY SMPSON S BONG TIE sGa e, N.r.S. ® MODEL " H2.5" 8Y SMPSON STRONG TIE SCA E: N.T.S. CCC T.O.F'. J ` /\\ 111 Jill 1\ \ — Ixb FASCIA Z PREFORMED ALUMINUM WALL STUD W DBL. TO DBL. TOP PLATE PLATE 6ALV. METAL STRAP \ ^ AS"RGEOI pIN6 JOISTS 1111 I AY VARY PERFORMED VINYL SOFFIT ie• m @ I6" O.G. END LENGTH m MODEL " G520 GROWN MOULDING OVER HEADER w n "Ix" TRIM BOARD 6ALV. METAL STRAP BASE PLATE w 16" O.G. a j I DETAIL " U " (BEYOND) MODEL " SP4 " 'CUT2" ? UPPER LEVEL INSULATION AS REO'D RIM JOIST SF ACLEAN c�\�oG`o j/. —I SHEATHING AS REQ'D 12' DBL. TOP PLATE n o l 0 (3)10dx1 1/2' NAILS SIDING OR STUCCO WALL STUD EACH SIDE OF STUD I y I z F1 AS SPEG.- SEE ELEVATION JACK STUD I �_ WALL STUD END -,� Provide mInImum 1' ! ' LENGTH 2ND DETAIL 11V 11 ($EYOND) end distance FLR LEVEL Equal number o o < )I specIfled nalls In <. L/ DETAIL o N n (SEYOND) each end II V clg�� NI �' ¢ L4 I5T J O FLR PL TOP PLATE TO STUD CONNECTION A JACK STUD TO HEADER CONNECTION O STUD TO BASE PLATE TO RIM 2 DOUBLE TOP PLATE T T GABLE-END WALL ® I6" D.G. I 1 vi JOIST TO TOP PLATE TO STUD CONNECTION ® 1611 O.G. MODEL " G520 " BY SIMPSON STRONG TIE 5GALE: N.T.S. MODEL " SP4" BY SIMPSON STRONG TIE scALE: N.rs. MEMODEL "G520" BY SIMPSON STRONG TIE SGALE. NT.S. " Q I/2" DRYWALL ON DETAIL CEILINGS & WALLSWALL DETAIL " S ° STUD Ju T o 5ELDOWNTAL DB D NAL L--------\ IL n STUD 23 o r Lu BASE PLATE o RIM JOI5T _ m Q LOWER LEVEL 2x4 STUDS AT I6" O.G e� 6ALV. METAL ti OR AS REG2'D TIE-DOWN 6ALV. METAL WASHER ' — — 25 MIN. 3" 50. (MODEL 'BP') N 41 RIM JOIST INSULATION AS RECd'D 6ALV. METAL /2" DIA. x 12" ANCHOR *3 I GOUPLIN6 _ BASE PLATE " J" BOLT @ 23" O.G. FINISH FLOOR T NOTE- BRACE TOP OF WALL DURING BACKFILLING RIM JOIST (MIN. 7" EMBEDMENT) AS SPEG. >< AND UNTIL FIRST FLOOR IS FRAMED AND DECKED. DBL. TOP _ AS RE i OR DETAIL '� Y 11PLATE TA�DBL WALL GOUPLIN6 � (2) 2 x 6 G.G.A. AS REQ D. �� I5T DETAIL Z STUD - SILL PLATE z' FLR LVL (2) 2x4 SILL PLATE ` DBL. SILL c c m 4" GONG. SLAB W FOUNDATION a' 8 '� b"xb" #10/10 W.W.F. /2'ATN23�O.GB MAX. c PLATE 0 y F 11 6" SAND 11 o 0 0 oe vi Q C o WALL o y < BED REINF. CONCRETE 1/2" EXPANSION \\ FOUNDATION WALL (A JOINT MATERIALA>� 6ALV. METAL TIE-DOWN TWIN 32" OF EACH CORNER OF STRUCTURE GALV. METAL TIE-DOWN W/IN 32" APPROXIMATE GRADE O O OF EACH CORNER OF STRUCTURE O ANCHOR BOLT-WASHER CONNECTION ® 24" O.G. E. N.T5. WATERPROOFING OR MODEL " PHD 2 " BY 51MP50N 5TRON6 TIE 5GALE: N.T.5. MODEL " BP " BY SIMPSON STRONG TIE s. scALE: N.r \ DAMPPROOFIN5 AS REG MODEL " HTT22" BY SIMPSON STRONG TIE ✓ > / = >� ��\ /� ,'V J ASPHALT COATING (TYP.) WALL STUD LENG°H WALL STUD GRAVEL GOLLAR 6ALV. METAL z STRAP @ 16" O.G. o O 6ALV. METAL 0 2x4 KEY WAY STRAP g 16" O.G. 12 R. N El➢ (2) #5 REBARS DONT. VA '�`� VAA �. � ��A .•\ RIM JOIST LENGTH 5� 3" PERIMETER DRAIN W/ BOTTOM PLATE � ��; 9EE POUND. PLANV>// y FILTER FABRIC 6ALV. METAL Z UNDISTURBED SOIL A �.' � PLATE FASTENER .,\!`�TT^ ��`//!•.� ` , \\ �.`� �\` (MODEL # LPT4) RIM JOIST a DBL. SILL PLATE LTP PROVIDE STRAP a y a EACH FLOOR JOIST TYfi=' . NALL SECTION A-? TWO STORY ON SLAB SILL PLATE TO RIM JOIST CONNECTION CONNECTION FROM STUDS TO RIM JOIST SCALE: 3/4" =1'-O" O ® ON CANTILEVER. (WHEN STUDS DO NOT ALLIGN W/ FLOOR JOISTS) "LTP4" BY SIMPSON STRONG TIE scALE: Nss. MODEL " G516" BY SIMPSON STRONG TIE x'�. N.r.s 6ALV. METAL STRAP ®I6" O.G. (MODEL " G520") 8 FRAMINO FASTENINO W f° N DETAILS z � J Q W J J id CL SINGoz� LE OR DOUBLE STAGGER JOISTS 4 IN. OR v_o TOP PLATE GUT PLATE TIED WITH 25 GAGE SEE SECTION 8602.3.2 U 3E SPLICE PLATES STEEL ANGLE OR EQUIVALENT t/9 TOP PLATE CONTINUOUS RIDGE VENT I CONTINUOUS RIDGE VENT � � r MIN. I" AIR GAP m BETWEEN I/2" GD.X. SHEATHING MIN. I" AIR S" AGE AND F106E LINE �� W W 9 AROUND BETWEEN I/2" G.D.X. SHEATHING 2 x H RAFTER/RIDGE AROUND PIPE HEADER AND 2 x 12 RIDGE ? = m m SEE TABLES R502.5(I) �� TIES ® 16" O.G. JACK TRIMMSTUDSERS AND 8502.5(2) 240# ASPHALT ROOF SHINGLES 240# ASPHALT ROOF 5HIN6LE5 N OR TRIMMERS Z Q TUD WALL STUDS I/2" GD.X. PLYWOOD SHEATHING I/2" G.D.X. PLYWOOD SHEATHING + + + +�. SEE 5EGTION R602.3 3-1/2" x II-1/4" 2 x 12 RIDGE GLULAM RIDGE L + + \ + + Y W W w BORED HOLE MAX. �j Z DIAMETER 40 PERGBJT 2 x 8 ROOF RAFTER Mf O OF STUD DEPTH 2 x 10 ROOF RAFTER 5-1/2" (R-2U T Z eN1 a 5/8 IN. MIN.TO EDGE BOTTOM BATT INSULATION \ i 5/B IN. MIR TO PLATE SOLID BLOCKING 2 660GGILING JOISTS -ys — 1 x SUBFLOOR FLOOR J015T5 1/2" G.W.B. 'C -ice . . x r•. Jl �. h � )c W SILL PLATE —— — — — FOUNDATION 6 GRIPPLE WALL — — — — — SEE SEGTION R602.9 NEXCGEED 25T�GERTL —— — — —— NDATION OF STUD DEPTH — — — — — ——= FOU RIDGE DETAIL STRUCTURAL RIDGE DETAIL W SCALE: 3/4" =1'-O" BORED HOLES SHALL. ANCHOR BOLTS EMBEDDED IN NI IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. SCALE: 3/4" =1'-O° OM BE LOCATED IN THE IF HOLE IS BETt^EEN 40 PERCENT AND DIAGONAL BRAGS SAME CR055 SECTION OF 60 PERCENT OF STUD DEPTH,THEN STUD LET INTO STUDS CUT OR NOTCH IN SND MUST BE DOUBLE AND NO MORE THAN TWO IVE 51,05 ARE DOUBLED AND 50 CORNER AND PARTITION POSTSBORED t z O APPLY APPROVED SHEATHING OR BRACE 8y NOTCHING 8 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALL5 EXTERIOR HALLS w1TH 1 IN. BY 4 1N. BRACES LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER a SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFAGIURER'S o O a 5PEGIFIGATION5. SEE SECTION R 602.10. U TYPICAL FRAMING DETAIL w SGALE: N.T.S. n TOP PLATE _ P L =—� SIDING _ IN � ANI . �Ll3 - L/3 UNIT TN I T NO NOTCHESm PERMIT ED �I D FINISH WALL \ PLYWOOD SHEATHING DTN lz ��. p� ND D/6 MAX. 0 i I $ d BORED HOLE MAX. FLA5HIN DIAMETEREP PERCENT OF SND DEPTH FLOOR J015T - CENTER GUTS \ \` I"x3" VINYL GOATED WOOD GA51N5 / OI 5/B IN. MIN. TO EDGE / (TO BE REPLAGED OR REPAIRED HEADER AFTER EACH INSTALLATION) / U 5/8 IN. MIN TO ED "x2" WOOD 5PAGER i i i D/4 MAX. \ 2-1/5GR2" #6 WOOD I I I I ID I INTERIOR CASING `D/4 MAX. I \ PREDRILLED FA5TENING 4 I I Z m NEXOTCH GEEOEFD 25TPNOT ERGENT \" HOLES ® 9" O.G. /I I I LS �3 r u m O I I o � f�f OF SNM a a cD DEP FLOOR JOIST - EN GUTS 1/2" COX PLYWOOD J I I I I O O BORED HOLES SHALL D Gi STRUCTURAL PANEL SAME O NOT BE LOCATED SECTION OFMAX. D OUT OR NOTCH IN SND SUPPORT ROM NOTCHED E BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS D/3 MAX. SGALE: N.T.S. 1 FINISH 51LL 1 RAFTER CEILING JOISTS (802.6) 1/2" COX PLYWOOD I O EXTERIOR OR BEARING WALL STRUCTURAL PANEL STOOL A PREDRILLED FASTENING INTERIIOR HOLES ® T' O.G. CASING _t / / W NOTCH GREATER THAN 50 PERCENT OF THE PLATE WIDTHD/3MAX. / �\ I6 GAGE (0.0054 INS AND L5 IN. WIDE METAL TIE ACROSS AND TO EACH DOUBLE SILL / WOOD CASING SIDE E THE NOTCH WITH 6 - bd �2-I/2" #6 HOOD �� SNI NAILS EACH SIDE. _ SCREWS ® 9" O.G. i \ I"x2" WOOD 5PAGER PIPE OR GONDUIT FZ 2 IN. MIN. FROM TOP AND BOTTOM OF JOI5T \`� 1"x3" WOOD GASIN6 m TOP PLATES �' D (ACTUAL DEPTH) / J, v PIPE �� , PLYWOOD SHEATHING TYP. NOTCHING DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL WOOD STRUCTURAL PANEL DETAIL OP PLATE FRAMING TO ACCOMODATE PIPIN& SGALE: N.T.S. SGALE: N.T.S. SGALE: N.T.S. SGALE: 3"=1'-O" _ ti OF 8 NEW RESIDENCE �r�� OF D1RZ °, M/n �N�f C�S Cn of of ^N M aj A-Il C� o a M Cb FOR ao C; CD >Ui DD A�� UPPER ib®®� PLAN& MRS . LAMAIDA mm � zmIZrN MEN IM i 19 A-5 ELEVATIONS Mae, ®�®® ' ®®® 003 NM 4440 OLE JULE LA. A-6 MICTION "A-A" & SECTION ill CO MATTITUCK■ NEW YORK 11952 A-7ll�A��p�rNGCONNECTORS DETAIL S �� wo / A-8 L)E ll ARL S, Z W BUILDING CODE ANALYSIS cc 1 . REFERENCE STANDARD: WooRA NOREST & PAPER ASSOMIP FRAME EC OMANUAL FOR ONE AND TwO-FADWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS W 2. FLOOR AREAS: EXISTING 1ST. FLOOR: N/A • EXISTING 2ND. FLOOR: N/A PROPOSED MAIN FLOOR: 1,700 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL PROPOSED BASEMENT: 830 S.F. NAILING SCHEDULE GARAGE AREA: 710 S.F. PORCH AREA: N/A JOINT DESCRIPTION NUMBEROF OF NAIL SPACING JOINT DESCRIPTION NUMBEW OF NUMBER OF NAIL SPACING III COMMON NAILS BOX NAILS COMMON INAILS BOX NAILS 3. DESIGN CRITERIA: ROOF FRAMING WALL SHEATHING e c < GS�W WIND DESIGN SUBJECT TO DAMAGE FROM i°a amela Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-Bd 3-10d per rafter Stuctural Panels Bid 10d 6"edge/ 12"field a Wiraer underlay II LOAD SPEED m h Fmstline Deslgn ment Flood ( P ) CATEGORY Wealhetlng tle tlt Termite Decay Temp requlretl hazartls �\ U as lzs c severe a'-g' o°H a'e Molaaro� n vas y Ceiling Joist to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-10d perjoist Fiberboard Panels 7/16" 6d - 3"edge/6"field w CEILING LIVE LOAD: Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25/32 Bid - 3"edge/6"field 20 P.S.F. (Table 3.9A) 2ND. FLOOR LIVE LOAD: 30 P.S.F. Ceiling Joist to Laps Over Partitions Gypsum Wallboard 5d coolers 5d coolers 7"edge, '10"field 1ST. FLOOR LIVE LOAD: 40 P.S.F. 6-16d 40d each lap (Face-nailed) (Table 3.9A) Hardboard Bid 8d 6" ed +�"field EXTERIOR DECK LOAD: 32 P.S.F. Collar tie to Rafter(Face-nailed) edge/ ,2 SNOW LOAD (ROOF): 32 P.S.F. (Table 3.6A) 3-8d 3-10d per tie particleboard Panels Sd Bd (see n:an!f.) WIND LOAD: 35 P.S.F. (120 MPH) Blocking to Rafter(Toe-nailed) 2-Bd 2-10d each end Diagonal Board Sheathing SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. Rim Board to Rafter(End-nailed) 1"x6"or 1"x8" 2-Bd 3-10d per support m 2-16d 3-16d each end 1"x10"orwider W 3-8d 3-10d per support o 6 WALL FRAMING rn SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to Top Plate(Face-nailed) FLOOR SHEATHING STRUCTURAL ELEMENTS, & LOAD PATHS 2-16d 2-16d perfoot ci a Structural Panels "' o Li EGRESS WINDOW SCHEDULE: Top Plates at l ntemections (Face-nailed) 4-16d 5-16d joints each side 1" or less Bd 10d 6"edge/ 12"field �o > Stud to Stud ) greater than 1" 10d 16d 6"edge/6"field WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET (Face-nailed 2-16d 2-1 sd 24"D.C. 0 OF EMERGENCY ESCAPE AREA Diagonal Board Sheathing N MODEL# CLEAR OPENING I MODEL# CLEAR OPENI Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"x6"or 1"x8" 2-Bd 3-10d per support N NG edges 1"x10"or wider3-8d 3-1 pport TW 3046 5.7 S.F. Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud 0d per su J Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per foot z' Endjoist, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. z' m a If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing N NOT ERGEN CAPE WS AR D FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, I— 8 m x 2 shall be used to maintain the load path w R Fi Joist to Sill, Top Plate of Girder(Toe-nailed) q_gd 4-10d perjoist 2, When wall sheathing is continuous over connected members, this tabulated number of nails shall be rc wOtrs,,l ci Y.S. ENERGY ODE: Bridging to Joist(Toe-nailed) 2-Bd 2-10d each end permitted to be reduced to 1-16d nail perfoot. a v v o v 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional Blocking to Joist(Toe-nailed) 2-8d 2-10d each end requirements. Z RESckeck Compliance Certificate Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block Q New York State Energy Conservation Construction Code REScheck Software Version 3 6 Release 2 Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist COUNTY: Suffolk Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10dI perjoist FASTENERS FOR ASPHALT ROOF SHINGLES STATE HDD 5750w York Band Joist to Joist (End-nailed) 3-16d 4-16d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be HEATIN CONSTRUCTION TYPE:Detached 1 or 2 Family Band Joist to Sill of To Plate(Toe-nailed) galvanized steel, stainless steel, aluminum or copper roofing nails, CS NEI WINDOW/ /WALTYPE: RATIO 01ric p CI ) 2-16d 3-16d perfoot minimum l2 gage ( )] with g WINDOW/WALL RATIO 0 14 g g [0.105 inch 2.67 mm shank with a minimum 3/8-inch (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through DATE07/25/05 ROOF SHEATHING the roofing materials and a minimum of 3/4 inch (19.1 mm) into the roof sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) O •• COMPLIANCE. Passes Structural Panels 8-d 10d 6"edge/12"field thick, the fasteners shall penetrate through the sheathing. Fasteners Maximum UA=460 shall comply with ASTM F 1667. Your Home UA=397 Diagonal Board Sheathing 13 7/Better Than Code(UA) 1"x6"or INS" 2-8d 2-10d per support §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number Gross Glmmg 1"x10"or wider 3-8d 3-10d per support of fasteners required by the manufacturer. For normal application, O Area or Cavity Cont. or Door asphalt shingles shall be secured to the roof with not less than four Perimeter II-Value R-Value U-Factor UA CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. Gypsum Wallboard Where the roof slope exceeds 20 units vertical in 12 units horizontal Ceiling 1 Flat Ceding or Scissor Truss1700 300 0.0 60 .ad coolers 5d coolers 7"edge/10"field (20:12), special methods of fastening are required. Wall 1 w Wood Frame, 16"o.c. 2580 19.0 00 129 Window l*Wood Frame Double Pane 365 0,320 117 EXCEPTION:Asphalt strip shingles shall have a minimum of six Solid Door 1 All-Wood joist/Truss:Over Outside Air 114 26.P 00 4 63 0 520 33 Floor/ All- fasteners per shingle where the roof is in one of the following 6 Floor 2'All-Wood Joist/Truss categories: Over Unconditioned Space 710 26.0 0 0 Floor 3:All-Woad Joist/Truss.Over Unconditioned Space 844 300 0.0 28 1. The basic wind speed per Figure RR301.2(4) is 110 miles per a VS (177 km/h)or greater and the eave is 20 feet(6096 mm)or COMPLIANCE STATEMENT. The proposed budding represented it this document is consistent with the budding higher above grade, plans,specifications,and other calculations submitted with this permit application The proposed systems have been 2. The basic wind speed per Figure RR301.2(4)is 120 mikes per hour designed to meet the New York State Energy Conservation Construction Cade requirements. When a Registered (193 km/h)or greater. anfe Design Professional has stamped mid signed this page, tiro are attesting that to the best o£his/her knowledge,belief, 3. Special wind zones per Figure RR301.2(4). A_l d prossional/ndgmenl,such platys or specifications are m compliance wit,this Code Builder/Designer D e s Z OF 8 O ENERAL NOTES z n J J g L4 CL J ra z I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO 5TARTIN6 TO WORK AND SHALL FAMILIARIZE o HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. W 0 8 z (D W 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W C a 1.4. T'-0" 6'-6" 1'-0" 1'-0" 6.-b. TO 5TARTIN6 ANY WORK. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, N I En 8'4. 14'-10" PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, m H =z ETC., FOR WORK PERFORMED FROM ACFNGIE5 HAVING JURISDICTION MFJ. THEREOF, IF REQUIRED. La W 9 4. ALL WORK SHALL CONFORM TO N.Y.5. CONSTRUCTION CODE AND ALL 3 LOCAL RULES AND REGULATIONS. V w N 5. ALL METHODS C NC R T E ARE N BE CAG FORM WORK AND -------- ---- ---- $ PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY �(0 THE CONTRACTOR. >[ cn W 6. IF IN THE GOURSE OF CONSTRUCTION A CONDITION EX15T5 WHIGH W o 4X4 P.T. POST ON 16" DIA. P.G. DISA6REE5 WITH THAT AS INDICATED ON THESE PLANS, THE W M d FOOTING 6-0' BELOW GRADE MIN. I CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT Z ON UNI 501L (10 TYPIGAU OR ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROGEDURE AND 0 CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY Z ---- ------------ - AND LIABILITY THEREFROM. W /!O __--_---_--_ I I -I. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM j SOIL PRE55URE OF 2 TONS PER 50. FT. AND SHALL HAVE A r v MINIMUM OF 3'-0" OF COVER, 8. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 28 DAYS FOR w II SLABS, WALLS AND FOOTINGS I r � N II 9. ALL POURED CONCRETE FOOTINGS ARE BE REINFORCED WITH W 8XHYDROSTATIC PRESSURE (2) #5 REBAR HORIZONTAL CONTINUOUS UNLESS OTHERWISE NOTED.DOLE RELIEF MASONRY OPENING W/SALV. I PROVIDE MINIMUM 18" X 24" WIRE RODENT 56REENINS TO BE 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOWS W GRAL SPACE ACCESS AT PLACED MIDWAY BETPEEN TOP OF UNLESS OTHERWISE NOTED: LOCATION OF OWNERS REQUEST WALL AND TOP OF SLAB TYPICAL --------------------------- - - ----_--- _------------- -_--------------_ - BENDING 5TRE55 = 1150 sl (51NOLE) - BENDING STRESS = 1350 psi (REPETITIVE) E = 1,400000 1 ___ ________ ___ _______________ __ w II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE _____ _________ _ _ _ _____ 0 1 a (2) 2" X b" UNLESS NOTED OTHERWISE. 8" POURED CONCRETE FOUNDATION I 0 0 WALL REINF. W/ #4 REBAR (VERT) ® �, /' \ / A �1L 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND jXVAY !"'ITEL� ul H AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION 2'-0" O.C.0.0. E (2) n 4 REBAR (HORZ) ON UI I 18"x36" POURED GONG. FTS. REINF. d WALL5 RUNNING PERPENDIGULAR TO JOISTS. W/(4) #5 REBAR ON UNDIST. SOIL. 3'-0" I � BELOW GRADE MIN. (TYPICAL I I N I 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF -0 4 J �y FOUNDATION WALL OR SUPPORT COLUMN BELOW. 1 0 8 1 4" P.G. SLAB REINF. W I I---------------------------------- ----------------- ---I _ _ 8" POURED CONCRETE FOUNDATION -y 'j bx6-WI.4xWl.4 W.W.M. ON 4 MIL 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM CO. I/2" THICK II ej � 1 WALL REINF. W/ (2) #4 REBAR (HORZ) u' VAPOR BARRIER ON WELL w V LL 1 ^ 'u - COMPACTED POROUS FILL UNLESS OTHERWISE NOTED. - I I ON IB"x24" POURED GONG. FTG. REINF. � u ry \ I i 4" P.G. SLAB REINF. W/ I I Q W/(3) #5 REBAR ON UNDIST. SOIL. 3'-0" / 1 bxb-WI.4xWl.4 W.W.M. ON 4 MIL p m f 11 BELOW GRADE MIN. (TYPIGAL f VAPOR BARRIER ON WELL J 15. INTERIOR PARTITIONS ARE TO BE CONSTRUGTED OF 2" x 4" WOOD I COMPACTED POROUS FILL n STUDS AT 16" O.G. WITH I/2" 6YP9UM BOARD BOTH SIDES UNLESS OTHERWISE NOTED. 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6-8" HIGH X 1 1 5T)L Y211 MIA.BASE PLATE Y Xyl DIA. LALLY BA E LY 1 L 13 3'-0° II'-0" -3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. COLUMNS ON 8" X 3 J4 3)Y' DIA.MN N 5" Q J 30" XYi' SAW. X 12" I 1 COLUMN ON e" X 8' 1 1 11. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. " 6ALV. 5TL. XY," SAW. 5TL. Y," DIA. LALLY COLUMN ON PROVIDE 8" X 12" rJ 1- n ST(6)A DIA. BASE PLATE W/ !4)�"� W/ (4)y2'.r , 12" X 12" X Y2" 6ALV. 5TL. X Y," &ALV. 5TL. I-VQ DIA. ANCHOR BOLTS 18. PROVIDE 6'-8" MIN. CLEARANCE ABOVE 5TAIR5 AS PER N.Y.S. CODE. _ ANGHOR BOLTS ` DIA. ANGHOR BOLTS y- BASE PLATE W/ (4)J4" DIA. Q BASE PLATE NV } j 95Y.- _____-------- ----- -------I-- 1 ANCHOR BOLTS ON 36" X - (4)Yz" DIA. o -TI%4X111%461 FW5H N 51/4X111/461.FiU5H 51/4%II /461.FWSH 1 1 36" X 18" P.O. FOOTING m ANCHOR BOLTS I9. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDIN6 DOUBLE- z iii' m 36" x 48" x 18" L BASE PLATE W/ (4)Yz L J REINF. W/ (5) #5 REBARlffi� INSULATED GLASS, INSECT SCREEN, E JAMB EXTENDERS AS REQ'D, � U L7 r P.G. F. W (5) -� r Ld I IREINF. W/ (5) #5 I I t EACH WAY ON UNDIST. SOIL 36" x 36" x 18" I rJ A5 MANUFACTURED BY ANDERSEN OR APPROVED EQUAL. � y 36" x 48" x 15" DIA. LALLY COLUMN REBAR EACH WAY I 1 ,- P.G. FOOTING V. 5TL. 1 36" x 36" x 18" O REINF. W/ (4) #5 j 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS d P.G. FOOTING ON UNDIST. SOIL I I P.G. FOOTING O r APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATIONS. REBAR EACH WAY 30GXOR BOLTS 50' X I REINF. W (4) #5 H REBAR EACH WAY - g ON 8" X 8" X " GAL 314" DIA. LALLY COLUMN I I a 21. ALL PLUMBING SHALL BE IN 5TRIGT AGGORDANGE WITH THE N.Y.S. > 0 REINF. W/ (4) #5 REBAR INOON 6" X 8" XYz" GALV. REBAR EACH WAY J 0 j y V 5TL. BASE PLATE V (4) BUILDING CONSTRUCTION CODE. P N 1 1 EACH WAY ON UNDIST. SOIL4 n o Yz" DIA. ANCHOR BOLTS 1 1 UNEXCAVATED O N _ _� 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN 25b" j GON5ENT OF THE ARGHITEGT OR ENGINEER WILL NEGATE THE 1 1 CERTIFICATION OF THE-5F PLANS. a NOTE I � j ALIGN ALL COLUMNS WITH 1 1 1 z 1 I POSTS FROM ABOVE 1 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS 1 I I j AND / OR OBSERVATIONS OF THE GON5TRUGTION. __ z 24. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERSEDE z m t IV1111111111111111A1 5GALED DIMENSIONS. 8 Z mZ o x _______________ ------- J 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. Ci I 26. THESE DRAWIN65 AS INSTRUMENTS OF 5ERVICE ARE AND SHALL °' 0 0 0 mI ICA I REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER $ THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 8" POURED CONCRETE FROST WALL THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS ON 12"x24" POURED GONG. FTC, TO THI5 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH REINF. 1^V(2) #5 REBAR ON UNDIST. I F--------11 APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. < p SOIL. 3'-O" BELOW GRADE MIN. I F--- ------1 1 p _6 I L--------J 1 21. DOUBLE MIGROLAMS TO BE NAILED TOGETHER WITH TWO (2) ROW5 1..1 I I I I6D COMMON WIRE NAIL AT 12" O.G.. Q L________J a ---------� 28. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR I I RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE F---------I- I I I I FASTENED USING GALVANIZED METAL HANGERS BY 51MP50N STRONG --------7 TIE' OR APPROVED EQUAL. III _ _ ----- _ 29. ALL CUSTOM WINDOI^L5 ARE TO BE FIELD VERIFIED PRIOR TO (� _ ORDERING E INSTALLATION O O 64" g�" 3,_2" g��„ 3,.,4„ Lurt M.O. M.O. 4 �OUNDATION PLAN L�O�ND ,� � U 5GALE: 1/4"=1'-O" NEW CONSTRUCTION o I6' OL. FRAMING NOTATION d R 050 5MOKE DETECTOR MI SECTION MARK ® 4x4 STRUCTURAL WOOD POET A_2 UNLE55 NOTED OTHERWISE z EXHAUST FAN 0 z OF 8 z F G; UZ - -! J J 5 rW a z CL W O} 8 z' (•� W W H 113 12 m V1 y M ~ z VARIESPER D OPT. RRA<LD 9 ELEVATION Ix& W W OVER Ixb RAKE A $ 3 = m L) Ixb FRIEZE ROOFING MATERIAL Z PER ELEVATION ----------y---------------------- ----------------- _______________� PITCH ROOF - _�--- -- --_—__—_--_--- ---------__ 1 W w A5 REQ'D. Ips ------�- W LNj m MATCH PITCH ITI o l I Z OF 6ABLE ROOF 1 F 1 I � I W 1 ------- ----- _ _ - — ------ I&FASG ROVER I (21 P.T.2210 -�---- (7)P.T. 2x10 --��---72775%10 ---�—_� n m IAO TRIM BOARD r IIIc'$ I F 6 I < AIII W II 1 � � SII f : o e X11 I n I I it 1 I SII I I 1 SII FRONT VIEW SIDE VIEW I .I 1 n43046 X46 7143046 HOTo ovBxHEnD DaQR _ (3)2210 (3)2x10 (5)2210 5 I/4"X 9 I/4'61. 30bb STL. �01..ER TYP I CAL ROOF RETURN DETAILPROVj D°°R roots SCALE: 3/4" =1'-O" I RAISED 15' MASONRY }� A vl PLATFORM OFE TORACDE 5FA(:, PROVIDE 5/H" FIRE RATED m c, `j 6YP5UM BOARD. OVER jl 1v GARAGE, BOILER 6 HOT +. li -i 1i Z � sti+l y y WATER HTR AS PER LOCAL za \ V m o o o ml '° LL o CODE (CEILING 4 WALLS) `'C`g �y g N ry o ry 9 7 v_ `'S • I `'$ . 6'-g„ `-/ POST ABOVE I Q 2 GAR OARAC E s� 05D i F - -5 " X5Y, Yz" POST AL16N N 4 20'-0' W 3 / P05T A0VE 4'-- 8' n 12'-9" 3 h" X 5 YY o - PARALLAM POST Ob L f 2 m -----.SJ[4 5-@J.:P O5 4%q i P,V2" X 5 M 10,-0" 0'-0" 5 u�. 9'-10" I ley I P05T I I I N w p Ys" X 514" i )4" X 514" - 0 PARALLAM I PARALLAM I _0 P05T P05T N_ ILLI IZLI S � _ F ILL ILL ILL ILL O i __JII LL O i i LL O i i ZZ • Q 2"xb" DECKING OVER GGA 1 DECK "2x" J015TS ®Ib" O.G. "2x" LEDGER BOARD (5EE PLANS FOR SIZE I I I I I c }m 36" HIGH RAILING Z 1/2" LAG BOLTS I I I 5 1 4'X 9 1 4"61. I I 5 I/4°X 9 114"61 016" O.G. STAGGERED zw m x (3)2x10 (3)2%10 U < f i�&010 OBD =0021 �S�O UV WOR C < W ;,5 U 9 z i T1,0046 Bo46 1 it 4 ' o ov N V III ____________ ________J N V Y L--------- — ------------------- ________ III _____________-- ------------- -- ----- U 1 1 (2) 2"xb" FLUSH HDR. POST ABOVE III p W/ (2) THRU BOLT ® a EACH P05T (PRESSURE a yl Ir BASE ON EQUAL //\/ / _ \%/\\/\\/\\�/�\%/i�%/\\\/\\%/i�%/i�%/i \\%i\\\/\\\�\\% /\\%/\\%/ \ rdl B ��II \/\/ \/\/\/PROVIDE GALVANIZED METAL JOIST / / /\/ (TREATED) ®EP,GH JOIS\j�//\//�/��/j�/�/j///�/ / /\\ \ \/�\//\\ r� //\ / /\ / \ \ \ < a \//\\//\\//\\//�\////////\\/////3/8 DRAINAGE 6,4P`/77/,7/// / � Ib" DIA. GONG. FTG. TO4 3'-O"(MIN) BELOW GRADEUI-1INUM FLASFII%G% / / i\\/\\/\\%\\/\\%\\/\\/\\/\\\/\\i g 1�■� /i • wo g,_g" Fil n� TYP. DECK SEOTION &'-ALE; 3/4" =P-0" O r� U y' a LOWER FLOOR PLANaus GARAGE AREA = 630 S.F. SCALE: 1/4"=1'-O" 0 A-3 OF 8 N C Z n � J 5 � N �o W o s Z sr o" W >- N 30b° 5 0 :3 I'-O° 14'_2" 14'4" m y m 0° 0.14 9b° ib" m V D = 0.14 W W Ej 6 m B 3 a -6 N C M 1 3 WLLJ �W 1 Q •i � W ROOF 1 ut,lT O , I CO D GK I PI I W Y oi - - ; - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 O FN156068L — — — — — — — O e (3)2x10 �� — — — — FN166068R � Q ? 2TD 4" (3)2xlo $A HROOM ROOM 2I MAST 11 1 ATH I2" , KTG E INN6 AREA r m CR AV AV ?S 1 1 TLT AV SINK TLT ow. TGf f N MIA TER ne � 16 14-0 10 B 4T ROOM 9 I L II ci !A K O O O UPPER LEVEL suwR 2 2.. 2.. o m 1 u p \ U L4 — O N • O � 3" 2.i �° M 45TER • OEILIN6 HEIGHT O I 5 I SD 266861-PLD. BEDROOM s„ P 5T SIS" PARALLAM REE. B?�TH WG . I . . ti d° 050 6.. 20'_2 .� w M Q 31/2 X 16 6L. 3.-0.. 5'-0.. V-0" 11'_01 ------ _ __--_ __ -- - - - - - -- - - - 5EPTIG ST5TEM Q J 2X14 To SUFFOLK (�2x10/ 50bb DBL.HINGED Q LONER LEVR PLANT 5HELF q 10 _ cs cOUNTr APPRavEo G.O. G.O. au cL I i �P'BOVE Ky ry'� g��: % .,.. a°c.I. a" GI I G O 'Y VIJ ROOM%' 1II� HEILz;614T m f O SD ass& �g d' ti K V i • T 11 ?o O A o LLI K O , 2X12 0.1. 1 sa 5D �' N • Ib'D.G. v B I � 1 ryee I N. I P v-`4 ; ;• I00O � OSDJ nn -Z,,PLUMBING RISER DIA RAM 1 D 13R O• �m aO I m ENTRY N.T.S. 1 2%12R.R nl 2%12 RR `.I Doop o BEDROOM 4 2 ` SLOPED G m Y 5LOPED X6 POST , GEILING 9GL F m y� 7 8 x GEILING 2p'-4^ 15'-4° m 24' d F E 5'-0" GIRDLE TOP U 8 ~ NIT 10-4 6° 306 10 8 SL5. xb P05T x6 PO T am o 0 0 3 I/2"X 9 I/4°61. (3)2x10 �' (3)2x10 oil Q ? 5'-O" GIRDLE TOP UNIT Y — — — — — 1 — — TV—446HP41 — 046 :o TW3046-2 Tl^L50g6-2 U - - - - - - � 2 L- A A O p-0 3' .. 10'_b" 1p�° _2° O O O.H O.H. rn V Z �UPP�R PLOOR PLAN a AREA 1700 5.F. SCALE: I/4"=1'-0° 0 A=4 � OF 8 UJ z n I" X 6" FREEZE BOARD ARGHITE ASPHALT - ® ROOF 5HIHOLES W N6LE5 - La! PAINTED M.D.O. OR WOOD PANEL ' y m= VINYL GLAD WOOD WINDOWS TOP RATE U 5EE TfPIGAL ROOF _ - - - W F 9 0 RETURN DETAIL ON "A-3" m°p I'-0" OVERHANG � ® El ® ® _ - (/'l d' ' TYPICAL Q - ❑ ❑ _Z Q R I � Y ix mw VINYL 5IDIN6 4" EXP, _ LJ ro a 15T R-0OR - - _ W ti THIN STONE VENEER FINISHpi ❑ � m ® a : : ❑ ❑ ❑ ❑ ❑ ❑ � � ❑ ❑ TO.SLAB ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - - � r� L� r� Lr �� i I rJ I I I I ----------------------------------------------------------- ---------------------------------------------- ........ L___________________________________________________________ _-__-__-__-__-__-___-__JI FONT ELEVATION LEFT Slpr= ELEVATION I SCALE I/4 O SCALE I/4 O ;I U M mi K ti ry f Z m i 12Ldr` y 6 g ARGHITE ASPHALT ROOF SHINCLE5N6LE5 _ J VINYL CLAD WOOD WINDoW5 d I'-O" OVERHANG I'-0 z TYPIGAL d r ® ® ~ a o n v � N VINYL SIDING 4" EXP. Y U 0 NMI a _ DECK NOT SHOWN FOR 555 n� 0 _ PURPO5E5 OF GLARITY I I I I I ❑ ❑ ❑ ED] � Ir J I I IL I I I I Ir 1 I I I I I I rJ Lr r� rJ —_______________________________________________________________________________________________________________________________� K a U 2 �J RI CHT SIDE ELEVATION a SCALE. I/4 -10 ,� REAR ELEVATIONus SCALE: I/4"=1b" 0 A-5 z OF 8 CONTINUOUS RIDGE VENT N M 2" X 14" RIDGE BEYOND Z n y J s PROVIDE 2X4 TIES ® 16" O.G. - w us RID6E,ELEV 31.7' 12 a PROVIDE 2X4 FRAMED WALL TO SUPPORT ROOF RAFTERS p � �..,.., 5,1`2" X 18" G.L. UNLESS OTHERWISE NOTED : _ W o �Z 240# ASPHALT ROOF SHINGLES (COLOR BY OWNER) OVER IS# FELT PAPER, I/2" COX SHEATHING, 2X12 S ROOFING: 250# ASPHALT SHINGLES ROOF RAFTERS ® I6" O.G., 2X1O G.J. ® 16" O.G. 10" W >- G (R-3o) BATT INSULATION AND 1/2" GYPSUM BOARD. y ROOF VENTING: CONTINUOUS RIDE VENT W:3' �� 24" CONTINUOUS ICE DAM SHIELDING FASG A: 6" TOP PLATE,ELEV.29.1' F--- O" m N Z 2X12 VALLEY PLATE H C9 FRIEZEBDS: 6" 2X12 ROOF RAFTEIS MRS W W 9� 1'-0" GALV. STEEL JOIST p GORNERBDS: 4" 12" OVERHANG IAV Ixb WOOD FPGGIA, PERFORATED HANGERS 3 = m LIVINO VINYL SOFFIT f PRE FORMED ALUMINUM GUTTER //-- CASINOS: 3" HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER D N Nl/ AREA ROOM z a u 'TYVEK' HOUSEWRAP, I/2" COX SHEATHING, (2) 2x6 Q HORIZONTAL VINYL 51DINO (4" m SIDING: HORIZONTAL VINYL W/ 4 EXP, TOP PLATE, 2x6 STUDS 016" O.G., (1) 2x6 BOTTOM EXPOSURE) OVER 'TYVEK' W �w I� PLATE, 6"(R-19) BATT INSULATION, f 1/2" GYP. BD. HOU5EWRAP, I/2" COX SHEATHING, a z O BHANGS: 12 (2) 2x6 TOP PLATE, 2x6 STUDS ® 16" Q W M a Z RAKE OVERHANGS: 12" FINISHED FLOOR BY OWNER OVER 5/4" COX PLYWO.G., (1) 2xb BOTTOM PLATE, 6"(R-19)OOD, BATT INSULATION, f 1/2" GYP. BD. i Z MIN. FTG. DEPTH: 3'-O" BELOW GRADE G M 1sTamREtv21a' 2 W INSU TION f Yl" 6 B ARD. _ G I EL I NG HEIGHT- HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER IST 5'-1 " 'TYVEK' HDUSEWRAP, I/2" GDX SHEATHING, (2) 2x6 TOP PLATE, 2x6 SNDS ® I6" O.G., (U 2x6 BOTTOM 5 Y4" x q Y." G.L. FLUSH N PROVIDE 2X6 P.T.SUPPORTS 6 R-I9 BATT II•LSUL. f I/2" GYP. BD. EACH WAY ® ALL SUPPORTS Ip STONE VANEC-R FINISH SYSTEM O O SASH- 3/4' GDX PLYWOOD, GLUED k SCREWED TO 2X12 FLOOR OVER 30# FELT PAPER OVER J4" ST ('7'-8 n JOISTS ® 12" O.G. W/ GR055 BRIDGING ® MID-SPAN W/ 10" Q 6 COX PLYWOOD SHEATHING, (2) 2x6 R-30 BATT INSUL, k %" P.T. PLYWOOD W/ P.T. 1X4 OVER 4 UNHEAT=VUN N SHED TOP PLATE, 2x6 STUDS ® I6" O.G., (I) ti pi ALL PLYWOOD JOI T5. USE GALV. ASTE RSO Y °j 2xb BOTTOM PLATE Wb.." R-IQ LJ NINDON MFR: ANDERSEN BATT INSULATION k 1/2" GYP. BD. ' (2) 2X6 P.T. SILL PLATE DIA STL. ANCHOR BOLTS 5 Y4" X 11)4' G.L. FLUSH HEADERS, UNLESS OTHERNI SE NOTED: 0 23" O.G. MAX, CONT. TERMITE SHIELD OVER SILL SEAL Q T.O.FLOOR,BEV. 12T FOR SPANS USE (MIN.) GRADE 10.11 I-0 - 2'-4" (2) 2XC 8' POURED CONCRETE FOUNDATION WALL REINF. W/ #4 n (2) 2X8 ON 15" (VERTU RED G O.G. f (2) EI REBAR #5 RZJ REB �E \ 4" P.G. RODENT SLAB ON 21-511 - 51-1111 ON 18"x36" POURED GONG. FTG. REINF. MIN. Y REAL) \. \ \ \ i/ l/ t Vp WELL COMPACTED POROUS 4'-0" - 5'-I I " ON UNDIST. SOIL. 3'-0" BELOW GRADE MIN. TYPICAL oz /\ PERMEABLE EXPANSION d FILL (2) 2X120 Qo m� /y�\ \ I JOINT (TYPIGAU it 4y o u - yE BD.FTG.ELEV.4.1' \� \\ ✓/( \ \� \ i ,,J. •I �O t V LL:: SECTION "A-,4 " g 0 O N N CONTINUOUS RIDGE VENT r 2X14" RIDGE W/ 14 6A. 6A-V. STL. RAFTER TIES ® I6" O.G. e in z J RIDGE,EtV.31.7' !tj 6 2X4 COLLAR TIES ® 32" O.G. - a N U a G U 12 O Li J N 240# ASPHALT ROOF SHINGLES (COLOR BY OWNER) OVER 15# FELT PAPER I/2" COX SHEATHING, 2X12 _ } ROOF RAFTERS 0 Ib" O.G., 2X10 G.J. ® 16" O.G. 10" R-30 BATT INSULATION AND I/2" GYPSUM BOARD. Q z 2 CONTINUOUS ICE DAM SHIELDING a 3 E STEEL TOP PLATE,ELEV.29.1' ��- PIPE COLUMN -- (TYPICAL a z rm 11-0 12" OVERHANG W/ Ixb WOOD FASCIA k PERFORATED I i } � VINYL SOFFIT k PRE FORMED ALUMINUM GUTTER m STEEL BASEPLATE W/ V B (4) ANCHOR BOLTS HORIZONTAL VINYL SIDING I- (4" EXPOSURE) OVER � � � y ON I" GROUT BED. 'TYVBW HOUSEWRAP, 1/2" COX SHEATHING, (2) 2x6 4 HORIZONTAL VINYL SIDING (4" K < w ¢ w t? 4 MASTER BEDROOM EXPOSURE) OVER 'mEK' a p w H TOP PLATE, 2x6 STUDS ® 16" O.G., (U 2x6 BOTTOM `� PLATE, BEDROOM HOU5EWRAP, 1/2" COX SHEATHING, 6"(R-19) BATT INSULATION, k I/2" GYP. BD. (2) 2x6 TOP PLATE, 2x6 STUDS ® 16" I FINISHED FLOOR (BY OWNER) OVER 3/4' COX PLYWOOD, O.G., (1) 2x6 BOTTOM PLATE, 6"(R-19)"N, f I/2GYP. BD. BATT INSULATION, 4 1- TOP OF 4' P.G. SLAB GLUED f SCREWED TO 2X10 FLOOR JOISTS ® 12" W/O.G < GR055 BRIDGING ® MID SPAN W/ 8" (R-26) BATT 15T FLOOR EtV 21.1' INSULATION f %' °TYPE X" FIRE RATED GYPSUM BOARD. --------------------- - -- �y - ----- - HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER 'TYVEK' HOU5EWRAP, 1/2" COX SHEATHING, (2) 2x6 4 �� /• �� TOP PLATE, 2x6 STUDS 0 16' O.G., (U 2x6 BOTTOM 2'-0° TURN DOWN SLAB PLATE, k I/2" GYP BD. STONE VENEER FINISH SYSTEM G� I" TO TOP OF FOOTING 4" P.G. SLAB kV V," PER FOOT SLOPE MIN. TO /� OVER 30#E FELT PAPER OVER Yz" OPENINGS REINF. W/ 6X6 NIA X KA W.W.M. OVER 4 OARAO E COX PLYWOOD SHEATHING, (2) 2x6 moi/ � \ REINFORCED COLUMN FOOTING MIL VAPOR BARRIER WELL COMPACTED POROUS FILL Q TOP PLATE, 2xb STUDS ® I6" OA., (I) \� a �\/�� AS REGTD (SEE PLAN) 2x6 BOTTOM PLATE, k 1/2" GYP. BD. O • O � (2) 2X6 SILL PLATE IV Y2" DIA STL. ANCHOR BOLTS ® - Q � b \��\/��X/X�X�X/XIX/X�X�/X 23" O.G. MAX, DONT. TERMITE SHIELD OVER SILL SEAL O DETAIL OF TYPIGAL COLUMN SASE SCALE: I" = P-O" GRADE ELEV 10.1' 8" POURED CONCRETE FOUNDATION WALL REINF. W/ #4 \/ `' •.' .. . . - ,_ - ,G REBAR (VERT) 6 1'-0" O.G. k (2) #4 REBAR (HORZ) ON 18"x36" POURED GONG. FTG. REINF. W/ (4) #5 REBAR \ I ON UND15T. SOIL. 3'-0" BELOW GRADE MIN. (TYPIGAL) a mf II II pro v v v. . v ✓U �� v � ,ai �� + B.D.FT6.ELEV.5.1' L_J ,.�\ \ U' ::.:., �\y \\ �/ \ y \�/\j \/\\/ i \ i\y o \ \ '; `/ \\'� V�' •►1 < �SEGTION I'S_S"�-� " SCALE. I/4 O A m 6 G z OF 8 ROOF RAFTER RAFTER TIE 9 16" O.G. OR FLOOR JOIST MODEL "G520 GONTINUOUS RIDGE VENT _ ROOF RAFTER N 12 — OR FLOOR JOIST Z DETAIL " R " RAFTER GONNEGTOR �� vi °° 12 (2) 9 16" O.G. ° o J Z �,i ° >n "2x" RIDGE BOARD ONE MODEL H2 " i RAFTER GONEGTOR J d Z � SIZE LARGER THAN RAFTERS RIDGE ° °� 16, O.G. �' I � ^ TOP PLATE °DOUBLE MODEL " H2.5 N 8 0 SHINGLES AS 5PEG. ° °o ° r ° u � W zkg m e ROOFING FELT AS REa'D WALL STUD ° ° ° ° ' ? k_'b ROOF RAFTER ° ° ° ° y �' 0 1 vi PLYWOOD DEGKING AS REO'D ° o m F = Z NOTE: THI5 DETAIL 15 UTILIZED W La 9'� "2x" RAFTERS AS REO'D o WHEN WALL 51UD5 ALIGN DIRECTLY DOUBLE � ~ 'm m W/ RAFTER. WHEN RAFTER AND STUDS NOTE: THI5 GONNEGTOR 15 AL50 U5E _ CONTINUOUS SELF ADHESIVE ARE NOT ALIGNED U5E GONNEGTORS FOR GONNEGTING THE FLOOR JOISTS TOP PLATE ^M INSULATION GE DAM MEMBRANE, 2'-0" MIN. IN DETAIL "52" L r" ON THIS PAGEN TO THE 5TUDS ON A CANTILEVER. Z a As REO'D DETAIL " 5 " Y to RAFTER-TO-RAFTER GONNEGTION TYP. ® EACH RAFTER RAFTER-TO TOP PLATE TO 5TUD CONNECTION (2) ® 16" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. W �'w I� I UTILIZED WHEN WALL 5TVD5 ALIGN DIRECTLY W/ RAFTERS 52 UTILIZED WHEN WALL 57UD5 DO NOT ALIGN DIRECTLY W/ R. Z DETAIL " T " SEYOND MODEL " G520 " BY SIMP50N STRONG TIE xA E N.Ts. MODEL " H2" BY SIMP50N 5TRONG TIE SCALE: N.T.5. MODEL " H2.5" BY 51MP50N 5TRONG TIE 5cALE: N.T.S. 5 2ND O Ixb FASCIA Z W PREFORMED ALUMINUM DBL. TO WALL STUD DBL. TOP PLATE PLATE N "2x" GEILING JOISTS V \/ PERFORMED VINYL SOFFIT 6ALV. METAL STRAP 12• END AS REO'D A AY VARY MODEL O.G. " LENGTH Q GROWN MOULDING OVER HEADER w "Ix" TRIM BOARD 6ALV. METAL STRAP BASE PLATE Lu Lu (p 16" O.G. 36'-42- DETAIL QI DETAIL ° U " (BEYOND) MODEL " SP4 " CLEAR LENGTH RIM JOIST > UPPER LEVEL INSULATION AS REa'D 1 SPAN TIS SHEATHING AS REa'D " z' DBL. TOP PLATE o (3>106xl 1/2' NAILS WALL STUD EACH SIDE OF STUD SIDING OR 5TUGGO In AS 5PEG- SEE ELEVATION _AGK STUD \ WALL STUD LENGTH 2ND J DETAIL " V " (SEYGND) Provide minimum 1' < end distance FLR LEVEL Equal number o �j N (BEYOND) spedfled a In 1/ DETAIL " {� " each end II L4 ¢ u I g IST JACK STUD TO HEADER CONNECTION STUD TO BA5E PLATE TO RIM FLR PL O TOP PLATE TO SND CONNECTION AT SABLE-END WALL ® I6" O.G. O DOUBLE TOP PLATE O JOIST TO TOP PLATE TO STUD CONNECTION ® I6" O.G. MODEL " G520 " BY SIMP50N STRONG TIE SCALE: N.T.S. MODEL " SP4" BY SIMPSON STRONG TIE SCALE: N.rs. MODEL "G520" BY SIMPSON STRONG TIE scALE. Nss. DETAIL " a " I/2" DRYWALL ON DBL. WALL GEILING5 8 WALLS DETAIL " 5 " STUD o DETAIL " T " GALV. METAL DB. WAL e TIE-DOWN 23' o m RIM J015T z N I,,I BASE PLATE o < d w LOV VI_R LEVEL 2x4 STUDS AT I6" O.G. m 6ALV. METAL N 6 C OR AS REOV TIE-DOWN 6ALV. METAL WASHER MIN. 3" 50. (MODEL 'BP') N Ld INSULATION AS REa'D 6ALV. METAL RIM JOIST /2" DIA. x 12" ANCHOR COUPLING BASE PLATE " J" BOLT ® 23" O.G. R FINISH FLOOR rUNTILFIRST ALL DURING BAGKFILLIN6 RIM JOIST (MIN. 7" EMBEDMENT) AS SPEC. IS FRAMED AND DEGKED. DBL. TOP i 5UBFLOOR DETAIL " Y — PLATE eALV. META (2) 2 x 6 G.G.A. AS REG'D. DBL, WALL DETAIL " Z " SND SILL PLATE z' FLR LVL (2) 2x4 SILL PLATE c DSL. SILL 4" GONG. SLAB W/ a a o PLATE m 6"x6" #10/10 W.W.F. - 1/2" ANGHOR BOLTS FOUNDATION `' 8 AT 23" O.G. MAX. k iWALL6" SAND < BED REINF. GONGRETE < � ui 1/2" EXPANSION FOUNDATION WALL JOINT MATERIAL a ° GALV. METAL TIE-DOWN WIN 52" GALV. METAL TIE-DOWN WIN 52" < APPROXIMATE GRADE O OF EACH CORNER OF STRUGINRE O OF EACH CORNER OF 5TRUCTTIRE O ANCHOR BOLT-WASHER CONNECTION ® 24" O.G. 4 WATERPROOFING OR MODEL " PHD2 " BY 51MP50N STRONG TIE SCALE: N.rs. 51-ALE: N.T.5. MODEL " BP " BY SIMPSON STRONG TIE 51-Ad-E: N.rs. ~ MODEL " HTT22" BY 51MP50N STRONG TIE O a. DAMPPROOFING AS REO'D 4 �, a ASPHALT GOATING (TYP.) WALL STUD V Y END WALL STUD Q LENGTHwl 12" GRAVEL GOLLAR 6ALV. METAL �/ � STRAP � 16" O.G. 6ALV. METAL r, R. O o " a �0 2x4 KEY WAY STRAP g 16" O.G. �• ENO (2) #5 REBAR5 DONT. RIM _015T LENGTH 3" PERIMETER DRAIN W/ BOTTOM PLATE SEE FOUND. PLAN FILTER FABRIC 6ALV. METAL UNDISTURBED SOIL PLATE FASTENER \ &&" O G# LPT4) RIM JOIST F IC < v 11Cr � DBL. SILL PLATE ®• LTP R PROVIDE STRAP EAGH FLOOR JOIST T`A'P . NALL SECTION TWO STORY ON SLAB O CONNECTION FROM STUD5 TO RIM JOI5T A-7 SILL PLATE TO RIM JOIST CONNECTION SCALE: 3/4" =1'-O" ON CANTILEVER. (WHEN STUDS DO NOT ALLIGN W/ FLOOR JOISTS) o Q z W LTP4' BY SIM STRONG TIE " SCALE: N.T.S. w GALV. METAL STRAP SCALE: N.T.S. MODEL GSI6" BY 51MP50N STRONG TIE MI6" O.G. (MODEL " G520") OF 8 FRAKNO FASTENINO DETAILS M Z n y J rd z a a � 51NOLE OR �o STAGGER JOISTS 4 IN. OR � CE TOP PLATE DOUBLE, U5E SPLICE PLATES LL' z' \\` CUE PLATE TIED WITH 1V GAGE SEE SECTION 8602.32 STEEL ANGLE OR 1TH VALENT CONTINUOUS RIDGE VENT y I Vi TOP PLACONTINUOUS RIDGE VENT MIN. I" AIR GAP m N BETWEEN V.2" G.D.X. 5HEATHIN6 m MIN. I" AIR SPACE AND RIDGE LINELAJ La F REBLOGK NG BETWEEN 1/2" GD-X. SHEATHING 2 x 8 RAFTER/RID6E ��\2 3 H m w AROUND PIPE HEADER AND 2 x 12 RIDGE ,�J�. TIES ® 16" O.G. _ SEE TABLES R502.5(U JACK STUDS 240# ASPHALT ROOF SHINGLES OR TRIMMERS AND 8502.5(2) 240# ASPHALT" ROOF SHINGLES (n I/2" G.D.X. PLYWOOD 5HEATHIN6 Z a WALL STUDS I/2" G.DX. PLYWOOD SFfEATHING + + + + ND 3-1/2" x 11-1/4" + + + + SEE SECTION 8602.3 2 x 12 RIDGE GLULAM RIDGE L – – , j a w BORED HOLE MAX. 2 x 8 ROOF RAFTER ' W W N = D46)IAMETER � GBW 2 x 10 ROOF RAFTER 5-1/2" (R-21) ZOF5TUM a BATT INSULATION CC7 2 x 6 GEILING JOISTS Z 5/8 IN. MIN.TO EDGE BOAS M SOLID BLOCKING 6 16" O.G. W 5/6 1N. MIN To Frr FLOOR JOISTS 1/2" G.W.B. SUBFLOOR N n SILL PLATE - - -- -_ FOUNDATION - - Gj SEE SECTION R602.q NOICH M25T NOT - -- FOUNDATION STRUCTURAL RIDGE DETAIL OF W OFSND DEPTH DEPTH GEED PERGB.T -- - – - ---- - - WALL STUDS TYID F. RIDGE DETAIL ANCHOR BOLTS EMBEDDED IN SCALE: 3/4" =1'-O" BORED HOLES SHALLI IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. SCALE: 3/4" =1'-0" NOT BE LOCATED IN THE IF HOLE 15 BETWEEN 40 PERGENT AND DIAGONAL BRACE 5AME GRO55 5EGTION OF 60 PERGENT OF 5ND DEPTH,THBJ STUD LET INTO STUDS OUT OR NOTCH IN 5ND K6T BE DOUBLE AND NO MORE THAN TWO 5UGGE551VE 5TUD5 ARE DOUBLED AND 50 CORNER AND PARTITION P05T5 BORED 9 APPLY APPROVED SHEATHING OR BRACE NOTCHING 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALL5 WITH I IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER o c a 5GALE: 1,7 5. APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFAGTURER15 5PEGIFIGATIONS. SEE SECTION R 602 10. p M � � w TYPICAL FRAMING DETAIL SCALE: N.T.5. P TOP PLA L SIDING �l IND ANE` L/3� , g„ SNIT WIN; m FINISH WALL T z NO NOTCHES PLYWOOD SHEATHING --- PERMITTED 'I ID 5" /--STUD D/6 MAX. g ti FLASHING w N BORED HOLE MAX. DIAMETER 40 PERCENT FLOOR JOIST - CENTER GUTS I"x3" VINYL COATED WOOD GASIN6 / D OF SND PEPT14 (TO BE REPLACED OR REPAIRED i D HEADER AFTER EACH INSTALLATION) 5/e IN.MIN.TO EDGE I"x2" WOOD SPACER 5/8 IN MIN.TO ED I D/4 MAX. //—2-1/2" #5 WOOD 4 r SCREWS ® q" O.G. i c 1 INTERIOR Z a .-L } ID GASIN6 4 O p m Q m D/4 MAX. PREDRILLED FASTENING NOTCMIST NO7 HOLES ® q" O.G. H F Gf < S EXCEED 25 PBZGENr OF STUD DEPTH FLOOR J015T - END GUTS 1/2" GDX PLYWOOD D STRUCTURAL PANEL X BORED HOLE5 5HALL NOT BE LOGATED IN THE 11 5AME 6RO55 SECTION OF MAX. D FROM GUT OR NOTCH IN 5ND SUPPORT D D Q I I li `V NOTCHED d BORED HOLE LIMITATION5 FOR INT. NONBEARING WALLS D3MA1I FIN15H SILL D O Q 4 5GALE: N.T.5. li I� O Q IFM�11 �y RAFTER GEILIN6 JOISTS (802.6) STRUGTURAL PANEDL ~' EXTERIOR OR BEARING WALL STOOL O logPREDRILLED FASTENING INTERIOR HOLES ® 4" O.G. � II GA5IN6 i / zNOTCH GREATER THAN 50 PERCENT OF THE PLATE WIDTHI6 GAGE (0.0054 IN) AND L5 IN. WIDE D/3 MAX. METAL TIE AGRO55 AND TO EACH � 5 DE OF THE NOTCH WITH 6 - 16d DOUBLE SILL 2-1/2" #6 WOOD WOOD GA5IN6 NAILS EACH SIDE. 50RE1,45 ® q" D.C. / I"x2" WOOD SPACER PIPE OR CONDUIT FjyN1LLH 2 IN. MIN. FROM TOPa ui AND BOTTOM OF JOI5T "x3" WOOD CASING D (ACTUAL DEPTH) y TOP PLATES PIPE PLYWOOD SHEATHING TYP. NOTCHING DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL WOOD STRUCTURAL PANEL DETAIL �_� TOP PLATE FRAMING TO ACCOMODATE PIPING z SCALE: N.T.S. 5GALE: N.T.5. 5GALE: 3"=1'-O" SCALE: N.T.S. w � OF 8 Allk 67ENE AL NOTES W � y Z n J JCL gis z I. CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS AT THE OI o SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE w p HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORKEl AGREE WITH SAME. L >_ M z LJ W -:w 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W TO STARTING ANY WORK 1141 1�� 1'_0" 6'-6' T-O' 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, N I N PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, m N ao N 33'_10" g1_411 14'-ID" F p z ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION m M.O THEREOF, IF REQUIRED. LLJ Lu 9 w 4. ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL 3 m m aA LOCAL RULES AND REGULATIONS. V N � n 5 --- --- -- - ----- -- - _ B PLACEMENT ODOF GOGRETEARE CONSTRUCTION UM O BECAREFDINO ULY SUPERVISED BY Z Q M °5E" ,,,6 THE CONTRACTOR. Y ¢ W W b. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHIGH W N s 4X4 P.T P05T ON 16" DIA. P.G. Q DI5AGREE5 WITH THAT AS INDICATED ON THESE PLANS, THE T Z n a FOOTING 3'-0" BELOW GRADE MIN. CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARGHITEGTCD i ON UNDIST. SOIL (10 TYPICAL) OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND _ - _ ._ I CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY W-------------_--_-__ ---_- ------ _- _---- AND LIABILITY THEREFROM. Z L� ET i rUw/; sel, REVISION NOTE 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM ALL REVISIONS MADE TO _ SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A THESE PLANS HAS NQ IMPACT MINIMUM OF 3'-0" OF COVER. ON THE LIVING SPACE OR HEATING ENVELOPE III - \/ ' �' `� _ 8. ALL CONCRETE SHALL BE 2500 P5I CONGRETE AT 28 DAYS FOR ¢ ` - SLABS, WALLS AND FOOTINGS I— /��,' 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH W 842 HYDROSTATIC PRESSURE - (2) #5 REBAR HORIZONTAL CONTINUOUS UNLESS OTHERWI5E NOTED. NOTE RELIEF MA50NRY OPENING W/ GALV. PROVIDE MINIMUM 18" X 24" WIRE RODENT SCREENING TO BE ------ 1a ALL STRUCTURAL WOOD FRAMING SHALL. BE HEM-FIR NO.2 AS FOLLOWS GRAWL SPACE AGGE55 AT PLACED MIDWAY BETWEEN TOP OF UNLESS OTHERWISE NOTED: LOCATION OF OWNERS RE -- WALL AND TOP OF SLAB - ----U \, _ _ _i BENDING STRESS = 1150si (SINGLE) 9i� I I 'N' � BENDING STRESS - 1350 Psl (REPETITIVE) . .v,;/i//r./,iir.L, r'/r�i// E1,400,000 / r/„v.,,r /fir-!1 9r _ �9 11. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE _ ___ ___ _ ___ _ ------------------------------- --------------~O _ r (2) 2 X b UNLESS NOTED OTHERWISE. i' 8” POURED CONCRETE FOUNDATION � �U 1 �/ 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND I'I�l WALL REINF. W/ #4 REBAR NERTJ ® I}� v ^ \ / n }-� a �___ AROUND ALL OFENING5. PROVIDE BLOGKING UNDER ALL PARTITION \\\ if 2'-0" O.G. k (2) #4 REBAR (HORZ) ON V VF_/Xr A V ATFL . I �" rj p,,, WALLS RUNNING PERPENDICULAR TO JOISTS. 1836" POURED GONG. FTG. REINF. "x //�') �� ry 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF .p ¢ 1 1 _ 4 1 % J n FOUNDATION WALL OR SUPPORT COLUMN BELOW. I D a PG. SLAB REINF. W/ 11 I_`, W/(4 J15 REBAR ON UNDIST. 50 -0( 8" POURED CONCRETE FOUNDATION -i o b�� 1 / BELOW GRADE MIN. (TYPICAL) cy / 1, i ry _ III I�r' I / I THICK II S f x6-WL4zWl.4 W.W.M ON 4 MIL I I 1, � WALL REINF. V1/ (2) #4 REBAR (HORZJ VAPOR BARRIER ON WELL 1 r 14. ALL DRYWALL SHALL BE J.55. NATIONAL GYPSUM CO. I/2" 1 UNLESS OTHERWISE NOTED 1 ON I&'x24" POURED GONG. FTG. REINF. z m - GOMPAGTED POROUS FILLS 4" P.G. SLAB REINE W/ Q Q W/(3) #5 REBAR ON UNDIST. SOIL. 3'-O' r �) I� &x6-WI.4xHI.4 HAM ON 4 MIL p I I m f I5. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4' WOOD I BELOW GRADE MIN. (TYPICAL) 1 `y VAPOR BARRIER ON WELL °� VAPORCOMFAAR POROUS FILL ^' STUDS AT 16" O.G. WITH I/2" GYPSUM BOARD BOTH SIDES UNLESS -0. \Ii 1 n rc; OTHERWISE NOTED. HALL (2) 3Y, DIA LALLY O gAL X 12" II Iii ' - 1 O --- - 3 �/ I6. 1-3/8" X WIIDTHD ASR NOTED O NPLAN WITDH APPROPRIATE PRI B" HIGH X - IA - I _ TE P. .DI'� RJ- H R `3 �� ry T r COLUMNS ON 8" X GOLUDMNAONN 8L' X 8" r /iii„�r COLUMN ON aLY I —� BASE PLATETU (4)Y2” ,rs I�5 X 12" XA XYz" GALV. � ,r L� ry GS AND TRIM SHALL BE STAIN GRADE S�L.68 5E PLATE iai o 9e PLATE W/ (4)Ya" ` / r / / DIA GALV. 5[IVTL. r " 1 ��45E PLATELW/4)YzS DIA.N 'i �J% BASE PLATE W/2 18. PROVIDE 6'-8" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. XYZ 11 ALL MOLDIN (, - DIA e� r r ��ii . ANCHOR BOLTS r o _ ANCHOR BOLTS _ G __,_- __ r DIA. ANCHOR BOLTS K _ BOLTS ON 36' X ,i. - (4)YJ" DIA. m 114X 11X 11 I/4 6L FLUSH r <' 51/4 X 11 I]4 6L FW5H /- 51/4%II I/4 B1 FWSH ANCHOR 19. ALL WINDOWS SHALL BE PERMA SHIELD INCLUDING DOUBLE- z ,36" X 18" P.G. FOOTING ANCHOR BOLTS DAR INSULATED GLAS5, INSECT SCREEN, k JAMB EXTENDERS AS REGYD, v 36' x 48" x 18' REINF EACH WAY J ,',y GH (� L ,r 3 ' DIA. LALLY COLUMN L 1 J I�'I-INF x 36 x I SOIL '% T� A5 MANUFACTURED BY ANDERSEN OR APPROVED EC3UAL y cY.o p,,, ,� 36 x 48 x 15" I-V (5) #5 RE 'l P.G. POOTIN6 r Ij P PEI E (5) #5 " x c" F.G.x 36" x 18" j T(, Y,' �� P.GFOOTING 1 I � 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS � Ci ON 8' X 8" X)3 GALV. 5TL. n F.C. O %r p DIST. SOIL ' P. FOOTING J REINF. W/ (4) #5 / APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATIONS, pLd 1 11 REINFOW/B(04) #5 REBAR A 3h DX. XLJ�' GALV N (,,!\\ REINF W/ (4) #5 H REBAR EACH WAY 1 N 0 q P.G. FOOTI 6 ON UN REINF. W/ (5) #5 BASE PLATE IS ON}5" %v 1 /,l� TI`(l REBAR EACH WAY X REBAR EACH WAY K 1 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. N p \ 30" X 18" P.G. FOOTING 1 N ON . I\,�� 0. 17 BUILDING CONSTRUCTION GODS. v 5TL. BASE PLATE W/ (4) i U� X// A / �l T 2 EACH WAY ON UNDIST. SOIL n O Y,° DIA. ANCHOR BOLTS ill- /X l/I"1 V /""� O yo 1 22 ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN '�' • ) - _ 25'-0" 1 CONSENT OF THE ARCHITECT 0R ENGINEER WILL NEGATE THE GERTIFIGATION OF THESE PLANS. NOTE ALIGN ALL COLUMNS WITH % % 23 THE RGH TEGT HA5 NOT BEEN RETAINED OR ON-SITE INSPECTIONS eal I P05T5 FROM ABOVE \ 1 1 0 1 J ______ __ AND / OR OBSERVATIONS O THE EN N�MENSI ION.NS SUPERSEDE 11� A a e 1 _ y5 V Te 1 r ¢ 24 DO NOT SCALE DRAWINGS. R TT D O z r 11 y r i/',r, ii/p i�r r /" /ri %%/// ;.. /r 1 �'"✓s/2 //i�< SCALED DIMENSIONS. m m „ % ________________ _j 25. THE OWNER SHALL SELEGT ALL FIN15H MATERIALS AND COLORS. p 8 < C3 - �I�_ 26. THESE DRAWINGS AS INSTRUMENTS OF 5ERVIGE ARE AND SHALL p p p (I/ G REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. all CONCRETE FROST WALL G THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS "xij I �. I- / -(9 �< TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH - ON 1224" POURED GONG. FTG I_ I A '\ REINF. W(2) #5 REBAR ON UNDIST. ------I- i APPROPRIATE COMPENSATION TO THE ARGHITEGT OR ENGINEER. Q SOIL. 5-0" BELOW GRADE MIN. 21. DOUBLE MIGROLAM5 TO BE NAILED TOGETHER WITH TWO (2) ROWS 0=4 160 COMMON WIRE NAIL AT 12" O.G.. 28. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR 11 \ll� RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE ----I- I FASTENED USING GALVANIZED METAL HANGERS BY '51MP50N STRONG TIE' OR APPROVED EQUAL N� - _ 111\I 29. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO (� J/J vAAV. - �) ORDERING k INSTALLATION 21'_2" --�1\ H" 5'-0" 8.. 64' V-4" V-2" ))) g'41 M.O. Wil!/ r M.O. Q a LEO ENS D �OUNI7�TION PL?�N � L � NEW CONSTRUCTION a FRAMING NOTATION SCALE: I/4"=1'-O" a Fi3 05D 5hIOKE DETECTOR A I SECTION MARK 4x4 STRUCTURAL WOOD POST A-2 UNLESS NOTED OTHERWISE z EXHAUST FAN a Z w i OF 8 i N C Z n J S J is CL a o � N LTo LTJ O 8 z CD 1.0 7,_T 6,_61, 11_01, 11_0,1 6,�„ —SGL{, Q 2 I 1 m � VARIES- PER OPT RAKEMOULD m F oz ELEVATION OVER Ixb RAKE A W W 9 B t= ni Ixb FRIEZE -6 ✓a-6 U N ROOFING MATERIAL --- - --- —" ------ -- ---- (2) P.T 2210 -_--f3-_�—(2J P.T.2210 ----- N PER ELEVATION ~ _ _ Z "'I" j M PITCH ROOF - - P.T,2z10 r-- �2 P.T 2z�0---- �I 1 Y p�w A5 REO'D. I I - - - - MATCH PITCH W M OF GABLE ROOF 1 1 Z li 1 1'i Z OGEE GUTTER OVER Ixb FASCIA I1 (2) P.T.2x10 (21 P.T.2210 1 (2)P.T.2x10 (2) P.T.2z10 y I ilry 1 V I 11 N O IxlO TRIM BOARD -y'. II i� IR I o a 1 N OI W I¢- 'I� 'lj W 6 1 1 � I, II I I 1 II 1 FRONT VIEW SIDE VIEW 1 TK5046 TM3046 TM0046 Hm0 OVERHEA DOOR r"� - /yiMr �� "r ,r,'rm, - „aii •,..:Y/: o, _________ __ ,1 „ioiir ///,i,,,,- ✓ i% / (3) 2x10 (3)2x10 (3)2z10 I 51/4°x q v4'6L. 3066 s 501 LER TYP I CAL ROOF RETURN DETAIL I FIRE °°0R ROOM p� 1 PROVIDE cy r SCALE: 3/4" =1,_O,� � NI � EMASONRY Ui� LJ ^ }, ^ L� ,,� I VHEA ED�U1 VF V I SHED =1 = � PROVIDE 5/8" FIRE RATED PLATFORM N K `t GYPSUM BOARD. OVER /i 01 �O a n = 0ARA0E, BOILER 4 HOT O -1 y I - -� WATER HTR AS PER LOCAL o ry a o o ml N o o GORE (GEILING S KALI-5) x POST ABOVE r ,AR OARAOE 3). X 5 Y1 POST ALIGN 20'-0 W/ P05T ABOVE 3Y2" X5)z" 1 0 - o '1I PARALLAM POST - _ - 12 q 12 q' X o o �4 x 61.Fu7 � P " = .P �- -- s V ti17!@If z m - -, � - — - 1 r _ x s �, y� •� W � ' o PARALLAM Ali' 1 1 ' f � cs 10 O" a q 10 , 1 0 . I POST � " 5 Yz" x 5 ' -5y" x 5y - `- _ PARALLAM I PARALLAM I I/,: �_0uj P05T Is ILL ILL I� ILL 2 — — 1 1 O O i 1 1 O 1 1 7 2"x6" DECKING OVER GGA I DEGK "2x" JOISTS alb" O.G. "2x" LEDGER BOARD (SEE PLANS FOR SIZE i I i I I I I c 36" HIGH RAILING ) I I 1 I i I a Z 1 2" LAG BOLTS I I I I } alb" O.G. 5TA6GERED 1 (3)2xIO (3)2a1O I m i i &7 OR i i bOlO 4"%9 I/4°GL m } z � ' /"r/rMo.,,_ � [;%i.�i,t., . � m;,. " ri ///✓ur.,.. - ..!//;,rr.,;, . 5 I/4"%9 I/4'61. �ERFT {TD ~ m x N � li 1 ,', to l 10 o'Tie"i�-- I 1 -- R I `------ -I V� TW3o46 ------ - - 'fY13046 - ------- IIIi ---- ---� REM Do o E o00 o o a tw/1 U a - iii,.,. - -- ----- ------�� _ li n a c o o z of (2) 2"x5FLUSH HDR. 71^ �F05T ABOVE W/ (2) THRU BOLT a x l r EACH P05T (PRESSURE _ BASE R POST BASE OR EQUAL PROVIDE GALVANIZED METAL -1015T (TREATED) �r\: ` \ /HNGRS a EAGH JOIST. / \i\ ' r`�/ .• :"� R n 16" DIA. GONG. FTG. TO r . 3/8 DRAINAGE GAP ` / / 3'-O"(MIN.) BELOW GRADE '. x ALUMINUM r O O W 1� TYP. DEC< SECTION 5GALE: 3/4" =1'-O" Z a • O � a 0 a LOWER PLOOR PLAN GARAGE AREA 630 S.F.a N 5GALE: I/4"=1'-O" 0 A-3 OF 8 GONTINUOUS RIDGE VENT — -- _ __L _ N C 22" X 14" RIDGE BEYOND _ _ -- - - - - U LLJ Z n ROVIDE 2X4 TIES ® I6" -�--' Z 4i RIDGE, 12 a. PROVIDE 2X4 FRAMED WALL TO SUPPORT ROOF RAFTERS - _ __ _ - 6 J C a 5YYX 15" 6.L. � �� -� - - - - � o UNLESS OTHERWISE NOTED : Of W O -26 240# ASPHALT ROOF SHINGLES (COLOR BY OWNER) _ - OVER 15* FELT PAPER, 1/2" GPX SHEATHING, 2X12 S C7\ ' ROOFING: 250# ASPHALT SHI NOLES ROOF RAFTERS ® 1b" G.C., 2X10 G.J 0 16" O.G. l0" \ — -- Q k Zw (R-30) BATT INSULATION AND I/2" 6YP5UM BOARD. .," I 1 - > >U ROOF VENTING: CONTINUOUS RIDGE VENT 24" GONTINUOUS ICE DAM SHIELDING \ ml N FASGIA: 6 �- ✓1 + zxXlIm TOP PLATE,ELEV.2q.r 2 2VALm I-- 2 GEILIN �z U z FRIEZEBDS: 6" r 2X12 ROOF RAFTER5.J W R) 9 GALV. STEEL J015T� H = m GORNERBDS: 4" 12" OVERHANG W/ 1x6 WOOD FASGIA, PERFORATED HANGERS L / 1, I� 3 = m VINYL SOFFIT d PRE FORMED ALUMINUM GUTTER J V U CASINGS: 3" RO / ^ OM - "' HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER I D J V �t_/ �RE/1 Z a SIDING: HORIZONTAL VINYL H/ 4" EXP. TOP PTYVEK ATE 2xbR5TUD5 ®�6'XO.GEA)21x6 BOTTOM 4 \ HORIZOEXPOSUNTAL RE) OVVINYL 51DIN (4 Y �� OVERHANOS: I2 a PLA E, 6"(R-Iq) BA INSULATION, d I/2" GYP. BD. HOU5EWRAP, 1/2" GDX 5HEATHING, W n _ J (2) 2x6 TOP PLATE, 2x6 STUDS ® 16" W M = RAKE OVERHANGS: 12" FINISHED FLOOR (BY OWNER) OVER a/4" GDX PLYWOOD __ III O.G, (U 2x6 BOTTOM PLATE, 6"(R-1q) T Z M GLUED d SCREWED To 2X10 FLOOR JOISTS ® 1211 O.G. _ J \�_ - \ BATT INSULATION, d 1/2" GYP. BD. i �� W/ GRO55 BRIDGING ® MID-5PAN W/ 8" (R 26) BATT - J IST FLOOR EEV 21 -\\�X W MIN. FTG. DEPTH: 3 -O BELOW GRADE / ' INSULATION d /2 0YP5UM BOARD. �. J �/ GIELINO HEIGHT- HORIZONTAL VINYL SIDING (4 EXPOSURE) R " = . - — - XY'�� V ) vk1rY • ilty � 1 '� "11YIl �V ,/ly u � A'YAx1�y p"/,�)'A/Y�/�"111 IST 8'-I 'TYVEK' HOU5EWRAP, 1/2" GDX SHEATH G,-2) 2x6 TOP PLATE 2x6 STUD-5-®'l_F%`17.G "T(�-. '6 BOTTOM I�) ,'�� PLATE-d I/2= 6Y-P 6D '✓- PROVIDE 2X8 P.T. BRACING S Y.i' X q y;' 6.L. FLUSH r._ - �I�/ EAGH WAY ® ALL SUPPORTS STONE VANEER FINISH SYSTEM TOP OF SASH- / s/a%GDX PLYWOOD GLUED d SCREWED TO 2X12 FLOOR p \�-_ I}, CLQ OVER 30# FELT PAPER OVER Ys" IST 6'-8" JPOISPLYWOOD W PTGX4 OVERROSS IDGL PLYWOO- PO NTS/g _-- Q 11 V fE�T�D�UI V J D GDX PLYWOOD SHEATHING, (2) 2x6 Q 1 TOP PLATE, 2x6 STUDS ® 16" O.G., (1) 1- 2x6 BOTTOM PLATE, d 1/2" GYP. BD. USE 6ALV. FASTENERS ONLY - - � w � HINDOH MFR: ANDERSEN _ =_ _ 54`X,H Y4 GL. FLU? (2) 2X6 PT SILL PLATE W/Y" DIA STL ANCHOR B6LT-.z HEADERS, UNLESS OTHERHISE NOTED: ® 25G.G. MAX, CONT. TERMITE SHIELD OVER SILL SEA41IIl T.O.F OGRE EV 121' - 111111 11-011 oR SPANS21-41' USE(2) 2X6 ) b BAR ED CON® EEE Or. (2) #4 REBAR NE N/ #4 1'J ry SDE FEV 10.1' /rte~\ \ \ G : 4 4" P.G. RODENT SLAB ON i u I 51- 21-5[1 - 11 (2) 2X8 x36 POURED GONG. FTG. REINF. R)/(4) 5 REBAR WELL GOMPAGTED POROUS ON UNDIST. SOIL. 3'-0" BELOW GRADE MIN. (TYPICAL) �liIl/ p z PERMEABLE EXPANSIONII " EILL 4'-O" - 5'-II " (2) 2X10 111 � 4� \ >;�; I JOINT (TYPICAL) _I)rl (2) 2X12 11 g" < B.O.FTG.E Ev.4.1' �) \ r �i \ / =r ✓ \ .,� r r ` _ o ¢ r �/ = SGTION "A-All �= - SCALE. I/4"=1'-O" GONTINUOU5 RIDGE VENT- 2X14" ENT 2X14" RIDGE W/ 14 GA 6ALV. 5TL RAFTER TIES ® 16" O.G. -- o m z RID6E,ELEV 31.1' ri U U 2X4 COLLAR TIES ® 32" O G. 1 C1 2 N W LL O 240# ASPHALT ROOF SHINGLES (COLOR BY OWNER) OVER 15# FELT PAPER, 1/2" GDX 5HEATHIN0, 2X12 ROOF RAFTERS ® 16" O.G., 2X10 G.J. G 16" O,G. 10" `\ (R-30) BATT INSULATION AND 1/2" 6YPSJM BOARD. Z 24" CONTINUOUS ICE DAM SHIELDING �-�. �c PIPE GOLUMN TOP PLATE,ELEV.2q.1' - / lY kJ'li �N1'�' JI,Ju\/k\ / �/A�\JYY1:xr ll'1/\�Y1lX ,�'�x"a'Nxk l(Ylr;(`A�YVYY;(XkL"�k YVI�/Yl �� 1 a z (TYPIGAL) a L z r 12" OVERHANG W/ Ixb WOOD FASCIA dPERFORATED - VINYL SOFFIT d PRE FORMED ALUMINUM GUTTER STEEL BASEPLATE W/ (4) ANCHOR BOLTS HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER _ /� �7 O rOTj 3G S ~ ~ MASTER 4 BEDROOM HORIZONTAL VINYL SIDING (4" < w W Ci ON I" GROUT BED. 'T 'VEW HOUSEWRAF, 1/2" GPX SHEATHING, (2) 2x6 Q _ Q a o o m s vi TOP PLATE, 2x6 5TUD5 ® 16" O.G., (I) 2x6 BOTTOM � Dp OOM m HOU50EWRAP, 2RGDF X 5HEATHING, PLATE, 6"(R-M) BATT INSULATION, d I/2" GYP. BD. -__-- '_ -' I\ " - =- - (2) 2x6 TOP PLATE, 2x6 STUDS 6 16" FINISHED FLOOR (BY OWNER) OVER 5/4" GDX PLYWOOD, / O.G., (I) 2xL TION, $ 112" 0Y, . Do. q) BATT INSULATION, d /2" GYP. BD. TOP OF 4' PG. SLAB GLUED d SCREWED TO 2X10 FLOOR JOISTS ® 12" O.G. W/ GRO55 BRIDGING o MID SPAN W/ 8" (R-26) BATT 111 15T FLOOR,ELEV 211' = INSULATION 4 %" TYPE XI' FIRE PATED GYPSUM E30 `. , �. HORIZONTAL VINL51DI (4POSHURE) OVER ARD. T _- - - / " ixnA A .A, . 1, 1Nk'��V 1�� /YYY�A� .A 1' N\ % x� 1,Y L,Ai A" 1'N1�k� VX� 11 a sO11 „A. r TOP PLATE, 2x6 STUDS ® I6" O.G., (I) 2x6 BOTTOM PLATE, d 1/2" GYP. BD. 111I mil 4 TURN DOWN SLAB l,\/. \ STONE VENEER FINISH SYSTEM CS a 4 ` 1" TO TOP OF FOOTING 4" PG. SLAB hVY," PER FOOT SLOPE MIN. TO ` - — OVER 30# FELT PAPER OVER Y2" r OPENIN65 REINF. W/ 6X6 WI.4 X NIA W.W.M. OVER 4 //�� -