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Home My WebLink About42806-Z O�offGLIr Town of Southold 7/11/2018 P.O.Box 1179 0 W 9 53095 Main Rd 1151 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39759 Date: 7/11/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 875 Westview Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-1-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/27/2014 pursuant to which Building Permit No. 42806 dated 6/21/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front entry, rear concrete patio, rear covered porch with roof top deck and attached four car garage as applied for. The certificate is issued to First East End Holdings Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0047 1/18/2018 ELECTRICAL CERTIFICATE NO. 42806 7/23/15 & 6/23/15 PLUMBERS CERTIFICATION DATED 7/2/2018 Nlear rVr Plumjjng 0 o ' ed ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42806 Date: 6/21/2018 Permission is hereby granted to: First East End Holdings Corp PO BOX 479 Aquebogue, NY 11931 To: Construct a new single family dwelling with attached four car garage, covered front entry, screened porch & 1st & 2nd floor decking as applied for. Replaces BP# 38663. At premises located at: 875 Westview Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 139.-1-18 Pursuant to application dated 6/21/2018 and approved by the Building Inspector. To expire on 12/21/2019. Fees: PERMIT RENEWAL $1,912.40 Total: $1,912.40 Building Inspector pf SOVP�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(@-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: W Holding Corp LLC Address: 875 Westview Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 7- agDlp --ER86fa Section: 139 Block: 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JPG Electric Corp License No: 50629 me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 100a Switches Twist Lock El Exit Fixtures TVSS Other Equipment: 300a underground service with 100a panel for construction Notes: Inspector Signature: Date: July 23 2014 81-Cert Electrical Compliance Form.xls r4f 014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 . ' Southold,NY 11971-0959 V BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 1 1 2018 :EPT ; OLD o CER IFICA9 J0K 1 F i ' 3 .Date: 2 Building Permit No. ,�� O Owner: 1 G S� �Gt S (FOS 1�I (,455 (Please print) � Plumber:*-D— D L (Please print) ICQnC2 � �� I certify that the solder used in the water supply system contains less than 2110 of I% lead. OPL lumbers Signature) Sworn to before me this day of ` NBtkry Pubic.State u�NTO ! I, NO 01RA6262283ew York Notary Public, 5 tri sro' aunty Duabfied m Suffolk County My Dommrssion,Expires May 21,2020 qQw �f so u -OF SOUTHOLD BUILDING DEPT.- TOWN 765-1802 INSPECTION I effFF^9UNDATION IST ] ROUGH PLUMBING ZFOUNDATION 2ND INSULATION I FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLff ION CAULKING REMARKS: bol DO NOT PROCEED Wn INAPPIA LmAp Qfvp FFmiNGUlVtlL3u,nv.GT OF FOUNDATION LOCATION WAS BEEN APPRMD. DATE — INSPECTOR- pF S0!/r�o coum,�c� TOWN OVSOUTHOLD BUILDING DEPT.' 765-1802 'NSPECTION [ UNDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: IeA DATE INSPE R Of SOUTyolo - D �bb ��yc0UNT1,N`� TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION [ ] FOUN TION 1ST - [ ] ROUGH PLUMBING [ IF NDATIO [ ] INSULATION , [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU REMARKS: -� '✓ DATE INSPECTOR - hoy�00F SOUjy�lo co TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 1-NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL- ' ;[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: DATE1 2 1 INSPECTAit s otity'l, ON% TOWN OF SOUTHOLD BUILDING-' DEPT. 765-1802 INSPECT-ION " ] FOUNDATION I ST WfeROUGH PLUMBING [vej WION 2ND INSULATION I STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL�%TION CAULKING REMARKS: 10, -000rf, DATE INSPECTOR �O��F soaryolo courm, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] I PLUMBING [ ]-FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 7�` eOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ ] FOUNDATION IST [ IR H PLUMBING [ ] FOUNDATION 2ND [,Ioo NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ` [ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DE VIOLATON [ ] CAULKING E � RKS' : 7 ,�W- --If � A,o,,--&s t1"wh C, Az-,-)0 DATE INSPECTOR r3f so cou TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ] FOUNDATION I ST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE - INSPECTOR7�� o�a0 UT,yOlo * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [V/FINAL ND [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: su1p flh. �Cwa cv I w UOI&M - ft) L4,46 1- 11.1 DATE INSPECTOR D DECIEVE CHARLES M. THOMAS R.A., PLLC J 206 LINCOLN STREET JUL 1 1 2018 RIVERHEAD, NY 1 1 901 (63 1 )727-7993 ]BUILDING DEPT. ODTHOMAS63 @AOL.COM JUNE 28, 2018 Building Department Town of Southold Re: Warren Residence Westview Drive, Mattituck, New York Building Permit No., 42806 Dear Sire/Madam: This letter shall serve to certify that I was retained by the owner to inspect the above referenced residence and can attest that the foundation steel reinforcement (footing and wall) has been installed and conforms to my plans and specifications. Thank you for your attention to this matter. Please contact me with any questions you have. DA Fie Very truly our ®� ��S a �6y V, HARLES M. THOMAS, R.A., tY ) ( • • 1 i • 1 1' SOMME pffA CAM If am M~- FAMY-A- GPLUAMINCT ,�L7MA ROUGH - ME1 ` INSUL ATION PER N.Y. STATE ENERGY COPE _ ............. _ Vlal�� . ' � �" ►1�.t"tel •fly_ , m` ��l :�' v � tt • • It ' .� - -- EL- 1 I r \ MUM- 0,90, 1 ffK i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 q D* Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. (' 3 Check —� Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined '7 '201Y Storm-Water Assessment Form Contact: ,/ � Approved '20 i Mail to: C/4V-::_V_a604 A:5 Disapproved a/c ?�oX 077 J AiYw Pytzkiu 1 114-7 Phone: � �jl -�ZZ--jq�(3 Expiration ,20_L,< K�71nn Building Inspector I P ICATION FOR BUILDING PERMIT JAN 27 2014 1. Date 17��7.0 , 20 V,5 INSTRUCTIONS BLDG DEPT pLDN!'JJF"i)II MIDI D ica>'�on US-V-b-e-cuinple ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code nd regulati s,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) <2ovipx 017 (Mailing address of applicant) State whether applicant is owner, lessee, agent, rchitect ngineer, general contractor, electrician, plumber or builder Name of owner of premises VAes;CE 1) L'o V_?-A., 0 C—- anJa�r� �1 (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 Lice'nse'N _ ^i�,z..' :f• Plumbers Liceiise;No. s.•"`"�`'`'`" Electricians Litbnse'No: • 'T r r Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet- County Tax Map No. 1000 Section 1 Block Lot �, y Subdivision Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy JA%f.� LOT b. Intended use and occupancy 3. Nature of work(check which applicable):New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost C:2 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units �` Number of dwelling units on each floor If garage, number of cars A,= 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. D'mensions of existing structures, if any: Front Rear Depth Heht Number of Stories Dimen ns of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear -7 Depth 9��1��✓ , Height Number of Stories -Z- 9. Size of lot: Front too Rear I 4- Depth 25 -7 to 7,. l 10. Date of Purchase Name of Former Owner� 11. Zone or use district in which premises are situated k Ver 1) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Ul-' 13. Will lot be re-graded? YES A NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ©AVe WA-%;PevJ Address Phone No. 44-6_—(o003 Name of Architect � vc,�'�ikvw'+4-S Address OS�7_ &&YiME7hone No 'j Z-7--7IT�; Name of Contractors 0 Address Phone No. V 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) G4w_ Lea l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the &-Erb &T�:_�O X� CONNIE D BUNCH (Contractor,Agent, Corporate Officer, etc.) Notary Public' 11MIN�— No.01 BU6165050 ` i�ou ad In St f�Ik CoaMY 0 of said owner or owners, and is duly authorized to perforin or have performed the said (M Aor1l-,1*14p1ication; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of J 20 Pr�7u A0 Notary Public Signa ur of Applicant rr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 9-4738-03682 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: ,EDNA MCNULTY MCNULTY PROPERTY C/O.JOHN.MCNULTY 875 WESTVIEW DR PO BOX 107 MATTITUCK, NY 11952 LAUREL, NY 11948-0107 Facility Application Contact: EN-CONSULTANTS INC 1319 NORTH SEA RD SOUTHAMPTON, NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 706.7 NYTM-N: 4541.4 Latitude: 40°59'51.3" Longitude: 72°32'32.8" Project Location: MCNULTY PROPERTY 875 WESTVIEW DR. MATTITUCK. WATERCOURSE: MATTITUCK CREEK Authorized Activity: 'Clear a-4 ft. wide footpath. Construct a 4 ft. x'90 ft. fixed catwalk with open grate decking, a 3 ft. x 20 t. ramp, and a 6'ft.x 20 ft. float secured by two_8"piles. '11ie property_:: la id and cif the !1O'ft. elevation contour on a natural, gradual slope shown`on.the.'surveyprepsred�by , Joseph A:°Ingego,ai d last red ised on''�%2/07,,is beyond Article 25 jurisdiction: All vcrork shall be.done in `accordance to the attached plans stamped NYSDEC approved on 10/24/07. (DMG) Permit Authorizations Tidal Wetlands- Under Article 25 Permit.II) 1-4738-03682/00001 New ,Permit Effective Date: 10/24/2007 Expiration Date:, t0/23/2012 Page 1 of 6 •mss NEW YORK STATE,DEPARTMENT OF I;NV;IRONMENTAL CONSERVATION .Facility DEC I1) 1-4738-`036'82 NYSDEC Approval By acceptance of.this permit,the permittee agrees that the.permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as-part of this permit, Pen-nit Administrator: GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: ' NYSDEC,REGT,ON 1 HEADQUARTERS SUNY @ STONY BROOK150'CIRC:LE RD STONY BROOK,NY 11790 -3409 Authorized Signature: -/` Date./D/J'C)/ C Distribution List EN-CONSULTANTS IN(` Marine Habitat Protection DARLEEN M GF.,RBINO, TlLF, Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CON'DIZ'IONS, APPLY TO ALL AUTHORIZED PERMITS` NOTIFICATIONOff' OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT�CONI)ITIONS'- Apply to the Folla wing Permits: TIDAL WETLANDS 1., State Not-Liable for'l),amage 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 tight to compensation,shall'accrue from any such damage. w 2. No Construction Debris.in Wetland`or Adjacent Area Any debris or excess material-from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland armfor disposal. No debris is permitted in wetlands and/or protected buffet areas. 3. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated-tidal wetlands or,protected buffer areas as a result of the permitted activities. Page:2 of 6 'ter NEW YORK STATE DEPARTMENT Or ENVIRONMENTAL'CONSERVATION Facility DEC ID 1-4738-03682, 4. Dock, Catwalk Size Dock or catwalk shall not exceed 4,feet in,width and shall be a minimi""m of 2 feet above,grade(as measured from ground to-bottom of dock/catwalk decking)tidal wetland areas. s. Use,of Treated Wood The-use of wood treated with pentachlorophenol,or other wood-treatment not specifically approved by the department for use in wetlands and/or marine waters, is strictly pxohibi,ted in the construction of structures,that will be in contact with tidal waters. 6. Catwalk Decking The decking of the section,of the catwalk.that extends over vegetated tidal wetlands shall lie constructed with NYSDEC-approved fiberglass grating to reduce shading impacts on the marsh. 7. No Floats, Ramps in Vegetated Tidal Wetlands Floats and ramp"s'may not-rest on or be stored in, any, vegetated tidal wetland. 8: Float Installation The float shall be installed only at the approved Jocation with a minimum Water depth of 2'/2 feet,measured at appararit low tide.. 9. No Dredging or Excavation -No dredging, excavating or other alteration of shoreline or underwater areas is authorized by,,this permit, nor shall,issuance of this pen-nit be-construed to suggest thatthe Department will issue a pennit,for such activities in the future. 10. No Permanent.Structures on Dock No,permanent structures shall be installed on dock/catwalk/float-without first obtaining written Department approval (permit, modification, or amendment). 11. hocks at Property Lines Docks/catwalks/floats must not: a. extend laterally beyond property lines, b. be placed.so-that docked boats extend laterally over adjacent property line, e. interfere with navigation, or d'. interfere with other landowners riparian rights. 12. Pilings at Property Lines !Filings shall not: a. extend laterally beyond-ptoperty'lines, b, be placed.so that,docked boats extend'laterally over property lines, c. interfere'with navigation, or •d. Anter.fere•with other landowners riparian-rights. 13., No Structures'on Pilings No structures, otherthan,structures-'specifically authorized by this; permit, shall be.constructed on pilings without furtherauthori7ation from the department (permit, inodi.tication or amendment-). Page 3-of:6 Ask lamia NEW YORK STATE'DEP,�Wr 1EN'T OF ENVIRONMENTAL CONSERVATION � Facility,DEC'ID 1-4738-03682 14, Cover Materiat,Por Footpath Cover material used for footpaths is limited to natural wood/bark chips, stone, gravel or sand. 15, Notice of Commencement At least 48 hours prior to commencement of the project, the pennittee 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.. 16. Conformance With Plans All,activities authorized by this permit must be in strict,conformanec with the approved plans submitted by the applicant or applicant's agent as part ofthe permit application. Such approved plans were prepared by En-Consultants Inc. last revised on 10/23/07. 17. -State May Order Removal or Alteration of Work If future operations by the State of New York requirean alteration in the position of the,structure or•work herein authorized,;or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the,free navigation of said waters or flood'flows,or endanger the health, safety or welfare of the people of the State, or cause loss or-destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or�revocation of this pen-nit, 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 Lmvironrnental 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. 18.. Precautions Against,Contamination of Watets All necessary precautions shall betaken 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. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has riot 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 suchremoval or alteration. GENERAL CONDITIONS - App1y to ALL Authorized Permits: 7-1, 1. Facility. Inspection by The Department The pennitted site or facility; including relevant,records,,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of F,nvironmental 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- Q3,01 and SAPA 401•(3). The permittee shall provide-a person to accompany the Department's representative during an inspection to the,pennit area when requested by the Department, Page 4 of 6 Aft NFW YORK s,rATE DEPAR,rmENT OF ENVIRONMENTAL CONSERVA,rION ®r Facility DEC 11) 1-4738-03682 .A copy of this permit, including all referenced maps, drawings and special conditions,must be.available for inspection by the Department at all times fat the project site or facility. Failure to produce a copy of file permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations 'Unless expressly provided fin•by the Department, issuance of this permit does'not modify, supersede or rescind any order or detennination previously issued by the Departinerit or-any of the terms, conditions or,requirements contained in such order or detennination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this pen-nit. Such application must include any-form or supplemental information the'Department requires,, Any renewal, modification vor transfer granted by the Department must be in writing. Submission of applications for permit renewal;modification or transfer are,to be submitted to: Regional Permit Administrator, NYSDEC REGION I HEADQUARTERS SUivY @ STONY BROO,IC150 CIRCLE RD STONY BROOK,NY 11'790 -3409 4.. Submission of Renewal Application The permittee must submit a,renewal application•at least:30 days before permit expiration for.the following permit authorizations: Tidal Wetlands, 5. Permit,Modifications, Suspensions and,Revocations by the Department The Department reserves the right to modify, suspend or revoke this-permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or sup'porting.papers; b., failure by the penmitte,e'to comply with anytemis or conditions of the pen-nit; ,e. 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. %itb previously issued permit conditions, orders of the commissioner, any' provisi'ons of the F,nvironmental Conservation Law or regulations of,the Department related to the permitted-activity. 6. Permit'Transfer 'P,ermits are transferrable unless specifically, prohibited by statute, regulation or another permit,conditiori, Applications for permit transfer should be submitted prior to actual transfer of ownership.. Page,5 of'6 NEW YORK STATE-DEPARTMENT OF'ENVIRONMENTAL CONSERVATION Facility.DEC ID 1-4738-03682 NOTIFICATION OF OTH]ER TERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees oto Indemnification The pen-nittce, excepting state or federal agencies, expressly agrees to indemnify and ho'Id.harmless the Department,o f'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 pennittee'z 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.R: Pertnittee's Contractors to Comply with Permit The.perinittee is responsible for informing its independent contractors, employees, agents•and,assigns of their responsibility to comply with this pennit, including,all special conditions while acting as'the pennittoe's agent with respect'to the,penniited 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 pen-nits, approvals,,lands, easements,and rights-of- way that may he required to cant'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 pennittee any right to'trespass upon the lands or,interfere with the, riparian rights ofothers in order too-perfortn 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, Page 6'of 6 i Scott A. °sUk Russell ja ".y James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 Oy 53495 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 yp Fax#; (631)-765-9015 MICHAELCOLLINS@TOWN.SOUTHOLD.NY.US l > JAMIE.RICHTERWOWN.SOUFHOLDMMS Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) TO. ENGINEERING DEPARTMENT PLEASE ATTACH'DE FOLLOWING DOC(1!lFWN or INFORMATION. FROM BUILDING DEPARTMENT ❑ Copy of completed Application for Building Permit DATE: SV/l-�7 I, ❑ Stormwater Management Control Plan I APPLICANT: G'6 (,tom its p Completed Chapter 236 Stormwater S.C.T.M. Review Checklist PROPERTY ADDRESS- EtJ VF—IL)U-- BRIEF vBRIEF PROJECT DESCRIPTION: G I i i I i FOR ENGINEERING DEPARTMENT USE ONLY Reviewed Br. Date: ❑ Approved:- Additional pprovedAdditional Information Required j f ' • I i l i CHAPTER 236 DATE: +� APPLICANT: Storrnwater Review Checklist S,C,T.M,#; - - O PHYSICAL ADDRESS: Strawn to ca Management CQntroI Plan Requirements Yes No NA If No or NA,Please Provide Additional Information ]. Plan drawn to scale of not less than 60 feet to the inch showing: on a. laeation and description of property.boundaiies b, total site acreage c. existing and natural and man-made features on and within 500 feet of the site bOpOaas re'uired in 236-17 C d. test hole data indicating soil characteristics and the depth to water e. proposed Iimits of clearing and the total area of proposed land / disturbance V f. existing and proposed contouts of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks drains a im rovements and utilities h, spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) t K k, location of the proposed Construction entrance/staging areas I. location of the proposed,conerete washout area M. location of all proposed erosion and sediment control measures ✓ 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all im ervious surfaces generated by a two=inch rainfall 3. Detail drawings (required for al provided for: a, erosion and sediment controls b. construction entrance c, inlet structures(e.g. catch basins,trench drains,etc,) d, leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 Scott A. Russell d- 16 James A. Richter, R.A. SUPERVISOR N Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 41, a Fax#: (631)-765-9015 MICHAEL.COLLINSQTOWN.SOUTHOLD.NY.US �'� JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer ` Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET/ ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete'A)plication. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant) NAME: P a 66 --r4am,0S NAME: DA D to WAP-P-PN P ADDRESS: 0 S 8,x 32-) ADDRESS: JAMS&00-7_ i tq`F? Telephone Number. 12.11 1 R'It 3 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: Zo 1 3 Property Address / Location of Construction Work: h SCTM #: 1000 X34 1 1W District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwa Review Checklist. If No or NA are Indicated, Justification is Required. * ** OR EN R DEPARTMENT USE ONLY **** Reviewed By: Date. Appr ed: Addi o Information Required: FORM # SMCP-TOS JAN 2014 r St1 fjTy® <o ' Town Hall Annex Jit [ Telephone(631))78g65-1802 54375 Main Road G Q rogenticl]ert(LU_iOWtl SOUin0Iq. - P.O.Box 1176 ,� � ny us Southold,NY 11971-0959 �l BUILDING DEPAR'1„11 M TOWN OF SOUTHOLD y APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � (� ' -Y D(. ' Date: N OV. Z d Company Narxe: ` '�11. a -7-)-n - /+ Name: ►' ' License No.: _ (� Address: pro hel Ave_ Phone No.: JOBSlTE INFORMATION: .(*Indicates required information) - *Name: V. ` Rol A 1 Co r 'Address: '$ S S]_ 1�1 V`� Q ? l� *Cross Street: � � 'Phone No.: S 16-.905 - 9 Cj Permit No.: 3 a Tax-Map District: 4000 Section: J Block: Lot: � . *BRIEF DESCRIPTION OF WORK(Please Print Clearly) * e C7 h 61'rie, - rZ�Le � ) y2 , (Please Circle Alt That Apply) *Is job ready for inspection: YES NO (R:oZgh Final *Co-you need a Temp Certificate: S, Temp Information(it needed) *Service Size: 1 Phase 313hase 100 450 200 300 350, 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additio I Information: PA T DUE WITH APPLICATION �AA X824Request for lnspectton j t• � Vim' f of s��,jyo! ? o ' Town Hall Annex Telephone(631)765-1802 54375 Main Roady (681)765- 5 P.O.Box 1179 G Q rocler.dchertCaLfown.southoQ .ny.us Southold,NY 11971-0959 Q �O BUH.DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: (�1'3!U I`� Company Name: Name: On 8a d-i'nC) License No.: _ Address: P.O. 6o)( 3`s V n � Iv 1177 9 Phone No.: b 3( ' - 7 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: S-1 W - U e_ Py1 Gl. k)q q S Z. *Cross Street: r *Phone No.: � 2 f Permit No.: I Tax-Map District: 1000 Section: Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough in Final *Do you need a Temp Certificate: YE / NO Temp Information (if needed) I . *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other . New Service: Re-connect Underground Number of Meters Change of Service _ Overhead Additional Inform ion: PAYMENT DUE WITH APPLICATION 7 82-Re est for ecUon Form g� 40„ N STORMWATER MANAGEMENT NOTES: S 7$•42 ' 1 MA ERIALANY WOS SHALLOR I BTE CBANCE AND ONFINED TO THEAGE LIIMITOOFCCLEAR NGTION �jO•p0 AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE /20) SHALL BE STAKED AT THE LIMIT OF CLEARING TZO JN SURVEY 0 F PROPERTY �� AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. �J THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SITUATED AT TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE M AT T I T U C K SCREEN IS REMOVED. W� 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL J BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT TOWN O F S O U T H O L D J SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES W N SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS O NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED SUFFOLK COUNTY, NEW YORK AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE " OFA BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE SALES C. SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED S.C. TAX N o. 1000- 139-01 - 18 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. (� 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SCALE 1 "-40' 1 J 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED �j ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. DECEMBER 16, 2005 \ 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AUGUST 24, 2006 HEALTH DEPARTMENT DATA FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE JANUARY 8, 2007 ADDED PROPOSED HOUSE �j SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW OCTOBER 3, 2013 STAKE PROPERTY LINES & BUILDING ENV. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, NOVEMBER 20, 2013 ADD PROPOSED HOUSE WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE O f VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO CERTIFIED TO: O. OL TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING LORRAINE WARREN p� USES A�F� PERFGR ED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND85Y AREA FIRST AMERICAN TITLE INSURANCE COMPANY rp �\ �e< NG 1O V GIETATVE COVERBLET VE WITHOVER CONTIGUOUSN ED UN EGETAAS A TIEDI MUM AREASFNO LARGER \ THAN 1 SQUARE FOOT IN SIZE. F x �5` p(/e �rFiQ 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF TOTAL AREA = 73,931.32 S ff. 6' \�� On �9r OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO TO TIE LINE q• s" q d"\, �R/N ORE RECYCLED CONCRETE BASE,ROAD. A NON-LOAM E SHALL RBE PLACED ASIAL, SUCH CRUSHED THE STONE, GRAVEL, OR ( ) 1 .697 CIC. " O �/ 9 AIFy STR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. WETLANDS AREA = 12,309 sq. ft. �o� ' ' /\ ��> '\ eFT R= 150.00' UPLAND AREA = 61,622 sq. ft. �CD G° Gr \ °\ x L= 100.00' ,�� ✓ 1 I A°<F -- .d ' t 1 CHORD = S 615724 E 98.15' I I GON5TPUGTION STEEL OR WOOD LS I \R 8.2 \ , ENANGE EXTRA STRENGTH FILTER FABRIC POST(TYP.) \ Imo' I Gv� a Wq TE r\ 18.36 REO D.WITHOUT WIRE MESH SUPPORT 4 (j�\ I �?(�I RI Vq LOT COVERAGE DATA OVER UPLAND AREA O 1 OVERH�O W1RE5 A SPACING W/WIRE SUPPORT FENCE r' 6•MAX.O.C.SPACING DESCRIPTION AREA % LOT COVERAGE �A��PF \\ ` I I OQ�� I ' , 1s w Ci W/0 WIRE SUPPORT FENCE 1 - HOUSE 3,135 sq. ft. 5.1% 5� 2�\ `'`` \ �S\r o I1e43 Us- :• •.. FLOV .. � 4' Z Tn ?S � 1 � \ 'n I '� w `gyp _'•.�--i •;. PORCHES 105 sq. ft. 0.2% 16.9 \ I D , ATTACH FILTER FABRIC SECURELY �FT 1 l�� 3 °T .• '� TO UPSTREAM SIDE OF POST DECK 378 s ft. 0.6% 13.0 -\- AppC La Ty \ 4? Oj 51LT FENCE DETAILS G�♦ Q \ �+. ca C \ 6(/ 18 2 � Q 4. � 9� Hrn ro scue DRIVEWAY 2,000 sq. ft. 3.2% �� Q) 109)_.\ \ \ E�Vf1op9 �' \I x Q Q NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO `� X J,3 \ Ey}_%\ 18.2 MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED TOTAL 5,618 sq. ft. 9.1% 11.7x \\ ` \ �FoRopA�o \ 3a.4 \• W T SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 1� \( \ ,� '\'QO�S�.� \ ° \ • Nv/y�,! OFF-SITE TRANSPORT. A/ ° ''!W 36"HIGH POLE(MAX.) W 1B STEEL OR WOOD POST ' yTv )P^RF�N ,.\ \`. \'.hV) /9 \ • . FLOW l\ 10.1 1 cy \ F \ \ x11.a \\ 'F I °° °•g d ° 11.2 1 7. o 6"TRENCH � \ \\ \ \\ a ✓ii\ \ 4W/COMPACTED \ ` BACKFILL 17 9 \\ d/hI/T \ \ x15.6\\ TRENCH DETAIL Oop (/1,�C<F TEST HO \ \ \ \ 11.5\ \ \ HAY BALES 2"x2" STAKES yIDO \\\ r��'egti Rqo \\ \\ \\ \\` \\16 FLOW (TWO EACH BALE) G RPM M�\\ \ \ '� \f* �� Fle4 Mfrs \ C4- /N \ \ \ \ ZONE COMPACTED GRADE F�pPj�GK 10.7- %\\ � 11 4 \ 12.1 \ \ r� \ w `� SL BACKFILL DRAINAGE w0°o ° s\ \ \ �F(. �� ro op �\ \ \ s ZONE * Opea INLET \� \ \ 11)\ • ��-- Ty�Tip Tq�F \ \ \ V) n--is X fix \ LS \ \ \\ \\ A, RT o A T0�4A. \ \ x 14.2 hhCG.., BALES TO BE SET SONS��`rSi�,', \ \ 3 6\ "�; IN 4" TRENCH \��E AI T; \ \ tW- CJ ELEVATION r/OA, C�z/<T \ 74 HAYBALE BARRIER 0 INLETS O'Y p \\ ��\ \\ \\ W NOTES: 0 [� TO BE USED WHERE rOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. k \ \ \ \\\ x U \ \�� 72 TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL BE DRY AND STABLE. 2.. \ \ \ \ \ \ ` VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE S. UPON COMPLETION D SOIL STOCKPILING, EACH ZONE q STABILIZATION MEASURES SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT \ \\ \ \ \ \ \ \ x �\ \�� NE X* ( ) FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, 9.5 11 VEGETATION OR COVERED. /L \� C9G' \\ \\ \\\ \\ \\\ • \\ `•,`` -10.R 20i A .� AND REQUIRED PERIOD OF USE. (EL. � SLOPE OR LESS E E STABILIZE ENTIRE PILE � � W W 1 �7 WITH VEGETATION OR COVER�G \\ o�\ �� \\ \\ \\ O v w w w w IT \ .v v w w v O \�\ \\ \ \\ \\ \\ \\ 1P W W W W Fry`c T\\ \\\ \�8 •Y .Y W �L W �Y �L W �Y �Y �Y \\ qAA \\ \\ otiSLkF \\ \\ \ `Y11. \ \ 7 oti<4c \\\ 2-6 °86} STRAW BALES OR SILT FENCE \\ \\ -4j. x \\06 �6 SOIL STOCKPILE FLAG NOT To SCALE A � � FLA FLAG 9 OR TO BE SUFFICIENT i0 /> KEEP SEDIMENT ONN SRE -HAY BALES AND/OR sL7' .../[4Y{{Y///'vv/// \ �i1i• HAY FENCING TEST HOLE DATA \\ 1l, -4 \ _ _TIE LINE W (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 25, 2006) EL. 11.5' 0. \ \\� O -______ __________ : DARKS BROWN SANDY LOAM OL % \ 8�e 3491 7 11 B �p \g"48 BROWN SILTY SAND WITH 10% GRAVEL SM \\ HAY BALES AND/OR �pc SILT FENCING PLAN VIEW PALE BROWN FINE SAND SP ��pp ROAD amNc RAGE EL. 3.3' 8.2' HAY BALES AND/OR SILT FENCING CONSTRUCTION BASE OF CONPACTEO 3/4 STONBL E END OR NYS.DO .APPROVED T.APPROVED RCA. FILLTO 18 MIN ABOVE EXISTING GRACE 10 ALLOW FOR DRAINAGE CROSS SECTION C-j / TEMPORARY CONSTRUCTION ENTRANCE WATER IN PALE BROWN FINE SAND SP "-- (NOT TO SCALE) CREEK PREPARED IN ACCORDANCE WITH THE MINIMUM DRAINAGE SYSTEM CALCULATIONS: STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED ROOF AREA: 3,240 sq. ft. FOR SUCH USE BY JHE NtWt YORK STATE LAND 3,240 sq. ft. X 0.17 = 593.3 cu. ft. TITLE ASSOCIATION' ,, r 551 cu. ft. / 42.2 = 13.1 Vertical ft. of 8' dia, leaching pool required NOTES: PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM DRIVEWAY AREA: 2,000 sq. ft. 3 EXISTING ELEVATIONS ARE SHOWN THUS:Qo 2,000 sq. ft. X 0,17 = 340 cu. ft •R" C�� Fr f fi `i 2. MINIMUM SEPTIC TANK CAPACITIES FOR 6 BEDROOM HOUSE IS 1,500 GALLONS. 340 cu. ft. / 42.2 = 8.1 Vertical ft. of 8' dia. leaching pool required 1 TANK; 5' LIQUID DEPTH, 8' DIA. PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL WITH OPEN GRATE 3. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. At" 2 POOLS; 8' DEEP, 8' dia. PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - �e PROPOSED EXPANSION POOL �A,1•, } PROPOSED B' DIA. X 10' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS:(q PROPOSED LEACHING POOL PROPOSED SEPTIC TANK N.Y.S. Lic. No. 50467 o TYPICAL STORMWATER UNIT 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD (TOPS TO BE TRAFFIC BEARING) UNAUTHORIZED ALTERATION OR ADDITION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. (NOT TO SCALE) / TO THIS SURVEY IS A VIOLATION OF �A�■ CAST IRON INLET FRAME A COVER OVER HARE/63518 TYPE 6840) SECTION 7209 OF THE NEW YORK STATE Nathan oft Corwin I n I f I 5. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION OR 8•THICK REINFORCED CONC COVER FINISHED GRADE EDUCATION LAW. BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. a•TRAFFIC BEARING SUB (max.) 6. FLOOD ZONE INFORMATION TAKEN FROM: -max) COPIES OF THIS SURVEY MAP NOT BEARING FLOOD INSURANCE RATE MAP No. 36103CO481 G El PIPE FROM ROOF GUTTERS THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor ZONE AE: BASE FLOOD ELEVATIONS DETERMINED a-o EMBOSSED SEAL SHALL NOT BE CONSIDERED ZONE X`: AREAS OF 50D-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE TO BE A VALID TRUE COPY. DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN CRU HEARODNo+ - 1-1/2•STONE CERTIFICATIONS INDICATED HEREON SHALL RUN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ONLY TO THE PERSON FOR WHOM THE SURVEY ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. LEACHING RINGS IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout REINFORCED OPPRECAST ONC. TITLE COMPANY, GOVERNMENTAL AGENCY AND 7. THIS PROPERTY IS IN ZONING USE DISTRICT: R-40 s-a s-o LENDING INSTITUTION LISTED HEREON, AND , 1mIR.) TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 1931 ANY,, NOT SHOWN ARE NOT GUARANTEED. P GROUND WATER ANDEASEMENTS OF RECORD, IF James ort, New York 11947 Riverhead, New York 11901-0965 N -7 „ •,� STORMTYATER MANAGEMENT NOTES: S I$•42�4o ,_ 1 MATERIALS ORK OR SHALLISTURBANCE I E BCONFINED TO THEAND AGE LIIMITOOFC CLEARING TION �jO_0 o'er AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ND 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE /20) SHALL BE STAKED AT THE LIMIT OF CLEARING -��T AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SURVEY 0 F PROPERTY �O \I\I � THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS \J Y OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL "!�� DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SITUATED A T Ln 1� TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE M AT T I T U C K SCREEN IS REMOVED. �} � 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL JBE STAKED END TO END AT THE BASE OF THE REQUIRED SILT �1 SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TOWNOF S O U T H O L D U' SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS CPNECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED SUFFOLK COUNTY, NEW YORK - AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED D AWAY FROM THE BALES TO APPROVED S.C. TAX N o. 1000- 139-01 - 18 4.UPLAND LOCATION BEFORE THE BALES THEMSELVESES ARE REMOVED. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SCALE 1 "-40' �� B ONATHESPROPOSED TRESIDFNCE THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED 2005 � JJJ 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. DECEMBER 16, 2 0 0 5 �� 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AUGUST 24, 2006 HEALTH DEPARTMENT DATA �O FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE JANUARY 8, 2007 ADDED PROPOSED HOUSE �j SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW OCTOBER 3, 2013 STAKE PROPERTY LINES & BUILDING ENV. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, NOVEMBER 20, 2013 ADD PROPOSED HOUSE O WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE Q f VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO OL TIM CERTIFIED TO: E OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING - USES ��'F ANDFGR ED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION LORRAINE WARREN y \ a0 <</N 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA FIRST AMERICAN TITLE INSURANCE COMPANY �O 9�/C C VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER �� P \�•. K,'" pU6 w4TFR 11. ANLL O STANOTRUCTION ACCEFOOT SSIZWAYS SHALL BE RAISED SUFFICIENTLY AT THEIR Ff QCF �/C SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF = 73,931.32 Sq. ft. ` • 9 A 1q R OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO TOTAL AREA 6;` \ OT, \ TF / THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (TO TIE LINE) / qL° d• N OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR 1.697 CIC. ° / Fye STj�� CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. WETLANDS AREA = 12,309 sq. ft. °�o`� 16. \ FT R= 150.00 UPLAND AREA = 61,622 sq. ft. �CO G,}�, �r/�/rr <\\ L= 100.00' M�• I Oo�F. - `� ,° �$�� CHORD = S 61.5724" E 98.15' MJ I I GON5TRUGTION STEEL OR WOOD J \ ENTFANGE EXTRA STRENGTH FILTER FABRIC POST(TYP•) LOT COVERAGE DATA OVER UPLAND AREA Imo. I GO 3 62 wq TER,, 18.36 REO'D.WITHOUT WIRE MESH SUPPORT \ Q 0 VA 7 0 W\RES 10'MAX O.C.SPACING (/��q !I,.�. y ONERNF�` W/WIRE SUPPORT FENCE TL () 6'MA%.O.C.SPACING DESCRIPTION AREA % LOT COVERAGE Avg \ II I Q0� I 19 �� W/0 WIRE SUPPORT FENCE HOUSE 3,135 sq. ft. 5.1% 1-1 O � 3�� \i f 4 11 e� 3 \ \ W0� t- ti Q Z sn 2D 1 1 \ PORCHES 105 sq. ft. 0.2% 01 G �� `�[ �$• �' I 6.91 \ °Q� N AATTACH FILTER FABRIC SECURELY O- „• TO UPSTREAM SIDE OF POST DECK 378 sq. ft. 0.6% ti`s �� * i 130 tt,� d p- F \•��\•��\�\\� SILT FENCE DETAILS fS[' Q�J0 N �P� ♦ ..� 1 \ 18.2 fY� •, �9,� NOT TD x E DRIVEWAY 2,000 sq. ft. 3.2% �rJe \ �� °`� y \ \ 1 \ BUvet pG ! \1 x •aQ O NOTES;SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 18.2 r� MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER \ 'A 1/ ° EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED TOTAL 5,618 sq. ft. 9.1% 1 1 7x \\ ` F SOI 'o' \ 3q•4 d SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW O,F,Oo��O. \ •// • \. Q OFF-SITE TRANSPORT. 00''P,gh'p 'd •'J 36'HIGH POLE(MAX.) W 18 STEEL OR WOOD POST V) FLOW \RCy \ \ \ ` '75,4 o NPS VY� Y`^r \�. //� ij�/jai 'o SToCF� \ \ \ \ \ Y _ \ �/J//// `� \ \ Q r + \ /\�C�� {"%6'TRENCH °G� \ \ G� \ \ \ \ I ��, T/ W/COMPACTED *CCD D Asp�' \_ / \ \`, \ \ \ `17 BACKFILL \ 9 TRENCH DETAIL \\\8s 0 \�• ,O �P \ O(j�QC�� TEST HO \ M \ ,\� � \ \\ O/'4'Q/� T 11.5\ \ \ ` HAY BALES 2••X2" STAKES N1000 \\p JQ) \ ZQ ��-�I00. \\ STC/�e G \ \ \ \\� -1 B FLOW (TWO EACH BALE) �'( sFre�c er \\\ �N�k�/H \\ \\ \\ \ ZONE COMPACTED GRADE h�NNo x 10.7 \\ 'QO 11.4 \ 12.1 \ \ y ��X S BACKFILL DRAINAGE �V O A\ g \\ L ON C\ a INLET Wp00 s`\ \ \\ (FC ';`• \ -- TCn--75 2 E X. F \ \ \ IN. N -} �, \\ \ \ \\ `♦ OF�. T I�� \ \ x,4. Com, BALES TO BE SET \ \ LD O �� \ \ IN 4' TRENCH -NS � \ x .6 \�O <11 \\ ELEVATION CT \ '<T \ \\ 14 C°3 � HAYBALE BARRIER 0 INLETS NOTES: To O \\ ` �� \ [�, TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS\ \ \ \ \ _DO REGRADING @ VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. �� 8. \ \ 12 TEMPORARY STOCKPILE STABILIZATION MEASURES !NCLUDE 2 k \ \ K� \ !rti 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. \\ \ \ \ \ \ \\ VEGETATIVE COVER, MULCH,TRAPPING BARRIERS. E COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ZONE * STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH X_ APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. , I,•. �� AND REQUIkED PERIOD OF USE. �• \� C9C \ \ \\ \ \\ \\ \\ ��\ 10.8 [ANE AE � , ? SLOPE OR LESS STABILIZE ENTIRE PILE I 1 �1 WITH VEGETATION OR COVER 0 \\ \ \ \\ \\ \ \ \ all, \ \\ � �• Fo\ \\ \�\ w w w .✓ w .I. w w w !P \ \\ all, \� all, FticF\\ \\ W Iw w 11'O 11, .' w 4, u 'k IV c 0, \ �6 \ F lyC 'S' 3, \\ w w w w w t Tl \� 6/0' \\ \\ p 5 \ \ \ \ \ Q✓ �8 \\\ FR�q��\\\ 6111 \\\ 8i�0 9} \ \ STRAW BALES OR SILT FENCE i \ \\ x 06 \�6 SOIL STOCKPILE \ \\ \\ FLAG \\` 53 NOT TO SCALE 0 s FLA _ FLAG O yo 11 1 SD.MIN. \ \ 60W OR TO BE SUFFCIENT TO ,� � � KEEP SEDIMENT ON SUE \ •3� O I HAY BALE AND/OR \ /-SILT FENCING TEST HOLE DATA \\\ \\ _ i1. -4 0 --TIE LINE \ (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 25, 2006) \ \ ----- Q EL 113' o. `� ✓ I �f DARK BROWN SANDY LOAM OL U,� \\820,34'1799 O 1A/ B YV 90 \�g.48 I BROWN SILTY SAND WITH 107, GRAVEL SM \ KnO \ ` SIAL1 rCiNSND/OR 0- ---3 PLAN VIEW e PALE BROWN FINE SAND SP 4•. \ �G ROAD E%1511N ADE EL. 3.3• " B.2. s(iT FENCING CONSTRUCTION INC OR N.Y.SC D O..APPROVjRANCEED 80.5E OF COMPACTED}/4 STONE BLEND OR N.Y.S D O.T.APPROVED R.CA TILL TO 18"MIN ABOVE EXISTING GRAPE TO ALLOW FOR DRAINAGL CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE WATER IN PALE BROWN FINE SAND SP ,� -_ -- (NOT TO SCALE) 15' CREEK PREPARED IN ACCORDANCE WITH THE MINIMUM DRAINAGE SYSTEM CALCULATIONS: STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED ROOF AREA: 3,240 sq. ft. FOR SUCH USE BY.•.THE••NEW YORK STATE LAND 3,240 sq. ft. X 0.17 = 593.3 cu. ft. TITLE ASSOC16PONF or.AA� s 551 cu. ft. / 42.2 = 13.1 vertical ft. of 8' dia. leaching pool required NOTES: PROVIDE (2) 8' dia. X B' high STORM DRAIN POOLS 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM DRIVEWAY AREA: 2,000 sq. ft. /' } ��1 0.,?. EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2,000 sq. ft. X 0.17 = 340 cu. ft. 34D cu. ft. / 42.2 = 8.1 vertical ft. of 8' dia. leaching pool required 2. MINIMUM SEPTIC TANK CAPACITIES FOR 6 BEDROOM HOUSE IS 1,500 GALLONS. j 1 TANK; 5' LIQUID DEPTH, 8' DIA. PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL WITH OPEN GRATE 3. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, 8' dia. PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED EXPANSION POOL PROPOSED B' DIA. X 10' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: D PROPOSED LEACHING POOL - �� t"37 �t�! N.Y.S. Lic. No. 50467 o PROPOSED SEPTIC TANK TYPICAL STORMWATER UNIT 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD (TOPS TO BE TRAFFIC BEARING) UNAUTHORIZED ALTERATION OR ADDITION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. (NOT TO SCALE) TO THIS SURVEY IS A VIOLATION OF �A�■ OAST IRON INLET FRAME&GOING. (FLOCKHART/63518 TYPE 68{0) SECTION 7209 OF THE NEW YORK STATE Nathan T a�t Corwin I n I 5. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION DR B"THICK REINFORCED CONC.COVEfl FINISHED GRADE EDUCATION LAW. ll BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. B•TRAFFIC BEARING SLAB -0 6. FLOOD ZONE INFORMATION TAKEN FROM: COPIES OF THIS SURVEY MAP NOT BEARING Land FLOOD INSURANCE RATE MAP No. 3610300481 G PIPE FROM ROOF GLITTERS THE LAND SURVEYOR'S INKED SEAL OR ZONE AE: BASE FLOOD ELEVATIONS DETERMINED B•-0" EMBOSSED SEAL SHALL NOT BE CONSIDERED ZONE X": AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE TO BE A VALID TRUE COPY. DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ALL CRUSHED 3/4- - 1-1/2'STONE CERTIFICATIONS INDICATED HEREON SHALL RUN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ONLY TO THE PERSON FOR WHOM THE SURVEY ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. LEACHING RINGS IS PREPARED, AND ON HIS BEHALF TO THE Title y Surveys - Subdivisions - Site Plans - Construction Layout REINFORCED PRECAST CONC. TITLE COMPANY, GOVERNMENTAL AGENCY AND y 7. THIS PROPERTY IS IN ZONING USE DISTRICT: R-40 }._D• 4000 PSI O 28 DAYS }.-0. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS .' THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 1931 GROUNDWATER AND/OR EASEMENTS OF RECORD, IF P ANY, NOT SHOWN ARE NOT GUARANTEED. James ort, New York 11947 Riverhead, New York 11901-0965 SURVEY OF PROPERTY TEST HOLE DATA SITUA TED A T (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 25, 2006) 1 5' O M AT T I T U C K DARK BROWN SANDY LOAM GL 'A()AO TOWN OF S O U T H O L D s -7V 4200, — BROWN SILK 5�. -- SAND WITIA 10% GRAVEL SM SUFFOLK COUNTY, NEW YORK 1 — 0 —3- S.C. TAX No. 1000- 139-01 - 18 pry,` , Y� PALE BROWN FlNE SAND SP SCALE 1 "=40' 5R YZ DECEMBER 16, 2005 AUGUST 24, 2006 HEALTH DEPARTMENT DATA N I EL. .3' JANUARY 8, 2007 ADDED PROPOSED HOUSE e.z MARCH 2, 2007 REMOVED BUILDING ENV. PER ZONING •o r� WATER IN PALE BROWN FlNE SAND SP TOTAL AREA = 73,931.32 sq. ft. �� ED (TO TIE LINE) 1.697 ac. WETLANDS AREA = 12,309 sq. ft. UPLAND AREA = 61,622 sq. ft. FEB ri 6 � �o SURF.CO.HEALTH SERVICES o eFFICE OF I%STUTATER C tGT. F� �sFS ow CERTIFIED TO: y�o �\ p� c z//N LORRAINE WARREN � �� %.�A pl c �qT F �6z/ FR FIRST AMERICAN TITLE INSURANCE COMPANY \'�� X01, "' 1ygTF SUFFOLK COUNTY DEP,'1rrrmv.'T OF f• HALT i•I; SERVICad 1 r•�.;... • ", .• \ ` ' , � R= 150.00' /, '\ L= 100.00 rid;::1"1 E"C PPr,,C',AL CF COIdSTRUCT IOid F0�2 A ^ a • ' J �! o�F. — _ CHORD = S 61'57'24" E 9$.15' P,.9 I�?En 7 ... •;,.,[.'IE• �'r.�: .;t E:1' rr,.::�;�i�iii C G ONLY 001 1 4111 ( / ( f 0 AT:-: 93/o 1 1`A� n F. 1,111 1. �k) �C)'_,- C�L� h t„ t VA e o OVERH�O WIRES I \ �6\ is_z 10, 1 20Q <� 0'19 1�'FO ti t;13.1i , r (0 13ED LOOMS `` [:;'<<3( �FS T��?�' .�'s::,If? lLOP-1 DATE: OF APPROVAL � cs, � � *� \ o .t`':: ......>:! � � oT 1$.2, :::� O , i. 2; .::: g .yp`::>:�i`i':i': \ 32.3' ts.2 �-- XC� IL91i n Inspection Require a o 00 For Sanitary \s : By Health Depertmctn� < F \ 10.1, 000 \ \ 1 Q \ \ Ne&A 17.2 —17 \ PRO"L\ F PpSED \\gB • \G `�7 1.1 G�p,�OF rr�'\ \ \` �/ \ Pp0 4 Lj1 6 QO cp \ C IOC/_ TEST HOLE X16. p3\\ OA`'♦ `\ FTB >' \ Nc�/A oj\NG Mq� ZONE 10. X TpF 4p 'Ti '0 \\ \\ \\ --15 ZONE X* \ \ w -CO 7 � \\ \ \\ 14.2 \' 0k\\ \\ Z3 � G \ \ \ \\ \ x � � `� �� \ \\ X13 3m �� \ \ \ \ \ \ 12 p O ZONE AE �.10 \ \ \ , \\ \\ \\ \\ �. `vc \\ ��C \\\ \\\ \\\\ 1p \ \ \ meq:\ \\ \\ \\\ \� coo \\\\\ \8 t, \ o Fo \ \ i0 \ \\ \ _2 \\ G\`\ -6 FLAG Lz FLAG O O a \ O 4\ \\ I,II, _ \ \ — \ I,II, —4 0 \ \ _— TIE LINE 82034 y 17 51 \\\,69 48, Faces �Ate` ori ^ \ / PREPARED IN ACCORDANCE WITH THE MINIMUM 1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY TED FFORTSUCH-USE 6'?THF NEWVYORKSTATE NPLA D TITLE"ASSQ�IATION:jrt� '`^� NOTES: CREEK .,� `.rca 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �S' �� EXISTING ELEVATIONS ARE SHOWN THUS:124 f�" \ 2. MINIMUM SEPTIC TANK CAPACITIES FOR 6 BEDROOM HOUSE IS 1,500 GALLONS. � II yy� G 1 TANK; 5' LIQUID DEPTH, 8' DIA. 3. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. -;` 2 POOLS; 8' DEEP, 8' dia. PROPOSED EXPANSION POOL ; ® PROPOSED LEACHING POOLy". _ ��-- O PROPOSED SEPTIC TANK �\ � N.Y.S. Lic. No. 50467 0 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD TION UNAUTHORIZED ALTERATION OR ADDITION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. UU THIS SURVEY IS A VIOLATION DI 5. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION SECTION 72 OF THE NEW YORK STATE Nathan T of t Corwin 8Y NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. EDUCATION LAW. 6. FLOOD ZONE INFORMATION TAKEN FROM: COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor FLOOD INSURANCE RATE MAP No. 3610300481 G THE LAND SURVEYOR'S INKED SEAL OR ZONE AE: BASE FLOOD ELEVATIONS DETERMINED EMBOSSED SEAL SHALL NOT BE CONSIDERED ZONE X': AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE TO BE A VALID TRUE COPY. DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. CERTIFICATIONS INDICATED HEREON SHALL RUN ZONE X: AREAS DETERMINED TO BE 'OUTSIDE 500-YEAR FLOODPLAIN. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout 7. THIS PROPERTY IS IN ZONING USEDISTRICT: R-40 TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND 8. PROPOSED 8' DIA. X 6' DEEP DRYWELL WITH ROOF LEADERS: i"1 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 fUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 9. PROPOSED LOT COVERAGE OVER UPLAND AREA = 6,940 sq.ft. OR 11.3%. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Riverhead, New York 11901-0965 SURVEY OF PROPERTY SITUATED AT - - MATTITUCK �� TOWN OF SOUTHOLD Ln SUFFOLK COUNTY, NEW YORK N � W S.C. TAX No. 1000- 139-01 - 18 SCALE 1 "=40' DECEMBER 16, 2005 �^ AUGUST 24, 2006 HEALTH DEPARTMENT DATA JANUARY 8, 2007 ADDED PROPOSED HOUSE OCTOBER 3, 2013 STAKE PROPERTY LINES & BUILDING ENV. NOVEMBER 20, 2013 ADD PROPOSED HOUSE FEBRUARY 19, 2014 LOCATE ADJACENT WELLS & REVISE SEPTIC SYS. LOCATION FEBRUARY 24 2014 REVISE PROPOSED HOUSE LOCATION \\ Y�� MARCH 9, 2014 STAKE FOUNDATION Foo JUNE 4, 2014 FOUNDATION LOCATION o eon �• CAF F "�� F�l SFS 04' CERTIFIED T0: y'% \\ \- pie is w LORRAINE WARREN �rFR FIRST AMERICAN TITLE INSURANCE COMPANY 6, s \\ 03 0 tvyr TOTAL AREA = 73,931.32 sq. ff. a t SrR (TO TIE LINE) 1.697 ac. R= 150.00' WETLANDS AREA = 12,309 sq. ft. G��l\ \� \ " L= 100.00' UPLAND AREA = 61,622 sq. ft. �I i rAo�F _ �• • aBB1 CHORD = S 61.57'24" E 98.15' it II I / 1B.2 5.2 wgrER VA 3 �P \ 15.2 I _'' 1 �' A , 19.3 a lei 01�G�P 1" `� V ' 1 ems/ \\ N W 01 13.0\, 5 \ P ti� / \� ENVE�oPG J\ O 17- 18.2 C DO \\ \\ ON�Rf 33 118 LQ 10.1x/ \1 S U110gripN ry� i 2p qpm ' '° I X7 w �`N/ \ TEST HOLE \\ \\ \\ \\ \\\ 0p0 \\o J \ \ �O , \\ \ \ \ \\ I -16 WELL RPP �1,C1\\ '\ \ \\ ♦ SFlegcFly \\\ \\ \ \ \ F�OPpGK <11J r40 x 13.7 \\ 11.4 \ 12.1 w tz \ \ \ ♦`� \ \ ro � �c �'�\ \\\ \\\ \\ \\\ ♦�� \\\ \\ \\ •13.6\\\ x14.2 V \ "\ \ \ \\ \\ ♦ !�� \\ \ \\I -14 c� all, \ \ \ \ \\ �� ♦ �� \\ \ I L p J \ \ \ \ \ \ \ af✓ ` \ [� x \oN♦++��Fk \� ,, o \ \ \ \ \\ \ 8.3 \F 9�♦ I \ \12 3.5 19) X70 2.7 .�k \\ \ Fes___ �� \\ \\ \\\ \\\ `♦� —'ftAG �\ -0, \\ j.5 ` 2-7 \ \\ 011, F�G \ F\\ \\ \\\ \\\ 1z) \o.o) \\ \\ all, all, `�0 -24 �(_30)x 47 \•qy.p (-44')x x(-2'4" dll, \ O 0��9 -6.4 x \2.3 rFi� — \\ 0C'- \\ \ 44')x (-30) \ Z.$ \ MqR all, \ moi,6} _6 . (- 20 \ ELEVATION HIGH WATER MARK 03/24/2014 = 2.3' ELEVATION LOWER LOW WATER MARK 03/24/2014 = -2.7' \ \ \ O WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO LOWER LOW WATER BEING AT 0.0 s \ \ Ale n FLAG ELEVATION ALONG WETLAND BOUNDARY 03/11/2014 = 3.5' FLAG 4^ O \\ — 11, Q �° /� \ \\ all, � s \ p0 >�\\ \\ O TEST HOLE DATA y ——_rte LINE a�l, (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 25, 2006) EL. 11 5' o _ DARK BROWN SANDY LOAM OL \ � �9/y N 80 5738 10, 0.5' , a ' 69.89' YV \ �o BROWN SILTY SAND WITH 109. GRAVEL SM Np C1n 3' °- • PALE BROWN FINE SAND SP ` \ ~ 8.2 �, AUG 8 2014 J171 TOS."! ".� >,!IToe!D WATER IN PALE BROWN FINE SAND SP 15 C i b E P, . PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A L S. AND APPROVED AND ADOPTED FOR SUCH USE YiH£'NEW ORK STATE LAND TITLE ASSOC og'��'� NOTES: t, (P\F 7- 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:_LQ_0 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED (�• 1- ' �1',.� -e> ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. 4. THIS PROPERTY IS IN ZONING USE DISTRICT: R-40 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 It 10 STOR_KFATE-R MANACEMENT NOTES: 7$'[Z �� 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING 513.O� - AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. I _ A 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, �` -- I' O ►`D A CONTINUOUS UNE OF SILT SCREEN (MAXIMUM OPENING OF 1 rl U.S. SIEVE /20) SHALL BE STAKED AT THE LIMIT OF CLEARING SURVEY 0 F PROPERTY (�I C` _ _ /'� g g AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. U a ELAN 12 L 4 1 1 THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS �� `! OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL SITUA TED A T DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS (� TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE - SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE MAT T I T U C K ! SCREEN IS REMOVED. N � 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, -'` A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL "I ISG 'EPI J BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT TOWN O F S O U T H O L D Y u r! J SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES N SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SUFFOLK COUNTY NEW YORK NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL USEFUL „� AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USENL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED S.C. TAX N o. 1000-139-01 -18 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. q ll� ^ S. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SCALE 1 "=40' b•� ) V" 6. LEADERS AND CUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO ORYWELLS. DECEMBER 16, 2005 B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED. BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AUGUST 24, 2006 HEALTH DEPARTMENT DATA �0 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. JANUARY 8, 2007 ADDED PROPOSED HOUSE �! 9. ALLAREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW OCTOBER 3, 2013 STAKE PROPERTY LINES & BUILDING ENV. --a V� IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF NOVEMBER 20, 2013 ADD PROPOSED HOUSE CF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, �' WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FEBRUARY 19, 2014 LOCATE ADJACENT WELLS & REVISE SEPTIC SYS. LOCATION O q VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO FEBRUARY 24 2014 REVISE PROPOSED HO OCAfiIO C �' TJ TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING i C ASF �k PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH .�iUF°FOf.F;COUNTY DEPARTMENT OF HEALTH SERVICE6 l `\ 4' �\ S A�z'/o 0 10. SCETATIVE COvrER WITH CONK OUSNUNVEGETATTDI AREAS FN95;1 AREA O LARGER CERTIFIED T0: p Ky THAN 1 SQUARE FOOT IN SIZE. LORRAINE WARREN �L.I t.t,° �"� AP?I;f�VAL 01*C0 �5 R F:UCTloN FORA �� F \ . Ugh/ rFR 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS. TO PREVENT RUNOFF FIRST AMERICAN TITLE INSURANCE COMPANY �it �: !,!' S"��E,1l�Y i?E JfO� �, 1 I �_,` �" \ �, a Wqr OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO "PJC..© V ..l \ FR THE ROAD. A NON-EDAM BASE MAlERU1L, SUCH AS CRUSHED STONE, GRAVEL, ';::;::,: a• 4V OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TOTAL AREA = 73,931.32 Sq. ft. r xl;.:Y,.:•,c�4, ,• S�e� p ' CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (TO TIE LINE) 1.697 ac. r, 3 1�A U-jI�'0j17 ' �� r :: '''.:`i . . R=150.00' WETLANDS AREA = 12,309 sq. ft. D^'C �` . IAC. P� Cp ,.: r' r y •;3 ' - T?•��>:�� . .� • L= 100.00 __ UPLAND AREA = 61,622 sq. ft. �,Fi�ir�IlL _4 ^'6't� ` CHORD = " T� i ` �? 2t f .. .,.:. a. . S 61'57'24" E 98.15 FOi� Ft .L�t:l;llJli 0� ^a ;..:ti .;; � 18. .STEEL OR OGD EEDROONI,, IY ::; I WAR • '.'• ExtRA STRENGTH KTER FA LOT COVERAGE DATA OVER UPLAND AREA ; REOb wmaHT WIRE MESH SUPPORT EXPIRES THREE YEARS FROM DATE OF APPROVAL d , �° , I � �R '' �:',:: t HEpp,HIRES wi WI•� SPACINGE DESCRIPTION AREA X LOT COVERAGE ' .yz/ �I �' I WIG WIR SUPPORSPACING T PENCE P 1 I � \ 19.3 / HOUSE 3,135 sq. ft. 5.1X �� - � 0 �� 1 y ..•;. �4•.^•..�;,-::;�•>!wT►'. L;'C'11 �'�`�li�T'a O�'CrI 3 l I O PORCHES 105 sq. ft. 0.27: �� \ :,ti "lye' 1 °\ j a �+�� TO uPSTREAr SIDE a Posr 1_ \ ATTACH nLTER FABRIC IEWRELY DECK 378 sq. ft. 0.6% �' ;� "NN P �� ••• •/f.,,.: � j��'k SD.7 ldXCE'Dd7IILS d ••'�. ':. }., •::L:::... \ .2 9 for m r.4�[ DRIVEWAY 2,000 sq. ft. 3.2% `' \ � ,.. �:.;. : .. .. ,.::' : ;:.•::•::•:a:: + \ e N ry0 L- '..�, .r ,. / ::..........•...``... OPE \ O NOTM SILT FENCE SHALL RE RACED PARALLEL TO SLOPE CONTOURS TO • .71�f•••.i;'...' ::c.•::•:•+:(4::iti•: \ \ 18.2 MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER TOTAL 5,618 s ft. 9.1 X t1 7` EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED '. r.........:. O SEDIMENT SHAT BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW �J\ „� ••/,. .::•:�''........'1.:.:.::i::,:,:; .. ::.'.. \\ W CO OLF-SITE TRANSPORT. � \ `�:::':v -i•:.:.:.:::: gip:.;•.." '::� \ ::•'F'.::::;:,:•q:;:�;:.. ... M e6'HIGH POLE its?:5? ':.i:.:.:.:..,:. ,X' ?`•i::i..:,';'r:.:::..;fi::•:: 18 sIm OIL WOOD POSE FLOW \ ::it': 0' `......:.:.:.:.. `:. \ \ .............s ..............\::.:. .::: :.:. \ 4•x s•TRENCH wOpO 0� ! J2�f \ \\_ / / \ \ ,.�" - w/17 BACKnLL IQ NN /'y/r \\e\e ,OO �� X Cl TEST HOLE -- \\ O \ ,\j y \ \ O/S�P/ \� \ HAY BALES 2'X2' STAKES b � \\ 1I�Jp_ \ \� �`1g yyELL (TWO EACH BALE) ANG R P ��\J\ \ \ O� �\e{'* `\ j, \\\ -`LY \\ \\ \ `� . ZONE COMPACTED GRADE q�` C � x 10'7 \\ Rpt 11.4 \\12.1 \ \ \ W BACKFILL DRAINAGE ZONE X* � INLET \ \\ 1)\\` ♦`�_�_` 11Q \\ \\ \\ \ \ zo. v" 1A, \1�1/ \ \\ J-42 BALEIN S 4' TRENCH � �, 5/ \ \ % [� ELEVATION \ \\ \ \ \ \ \\ r\ \\�/ICS p \ 14 F>r Aeygeic QerruFFR O INLATS DILL, \ \ \ \\ \ � �'`.�'.•- ��` \ \\ �\ 3 O� 13 \ \ \ \\ \ \\ \\\ ` \\ \ \ TESm TO BE S R HIRE TOPSOIL KTS NECESSARY FOR � ` 1. AREA CHOSEN FOR STOCKPILING OPERATIONS $I \ \ \ ♦ O SHALL BE DRY AND STABLE. 2 \ \ \ \ \ `� \ 12 TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. \\ \ \ \ \ . O VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER,AND 3. UPON COMPLETION OF SOIL STOCKPILING. EACH \\ \ \ \ \ \, ♦ \ �. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT \ \ \ \ - \ ♦ \� IO STABILIZATION MEASURE(S) SELECTED SHOULD BE \\ \ \ \ \ NE * FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, 10.8 1 j c �.. AND REQUIRED PERIOD OF USE VEGETATION OR COVERED. \ \ \ \ \-' \ �... NE A r ) --`r�, �I=.OFE OR \ •. .I� .\ \ \ - I •;.� - 1[L. 11 S*AR'L!Z� r•.r:" PILL: .!/- �.... \\ 7 \ S \\ 0 .� \\ \\ \\ O w v. .1. W W v �+ \\ W W W O \ \ \ \\ \\\ \�\ W 1Y W W �Y �Y W �Y •Y \ q.9 \ STRAW BALES OR SILT FENCE \ \\ \\\ 4•D' Os \` 6 SOIL STOCKPILE \ \\ FLAG \ Nm TO SCALE �\ \ O \\ FG \ FLA O FLAG O 9 + \\ \\ IL>t ra•WL 9 ,� \ \ OR TD BE ,IT ON n m I HyEPµYFgdOR ON SIZE aT[ENCING"'°/OR TEST HOLE DATA \\ 71E LINE 4 1 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 25, 2006) ft DARK BROWN SANDY LOAM OL \ .�i(. 0.5' Fy \ ' . BROWN SILTY SAND WITH 107E GRAVEL SM -f),9.4 8 I •.d• •. \ Qn _ --3 PLAN VIEW f •i:�•. PALE BROWN FINE SAND SP i• ". �� \ ROAD HAY vLc AIO/OR •t W9"Nm 6.2• CCD.AtI CIODN 4W=�OF OR KY.&p6/.T.APPROVED RAA _ WA TO A MN.MOVE FJOSf E -� GRADE 70 AIIDR FOR DRWi,LL I CROSS SECTION TEMPORARY CONSTR FCTION N E WATER IN PALE BROWN FINE SAND SP � -� (NOT Ta SCALE CREEK PREPARED IN ACCORDANCE WITH THE MINIMUM DRAINAGE SYSTEM CALCULATIONS: STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IA.L.S. AND APPROVED AND ADOPTED ROOF AREA: 3,240 sq. ft. FOR SUCH USE BY THE NEW YORK STATE LAND 3,240 sq. ft. X 0.17 = 593.3 cu. ft. TITLE ASSOCIATION.•'"' ^ , 551 cu. ft. / 42.2 = 13.1 vertical ft. of 8' dia. leaching pool required ,��0- NOTES: PROVIDE (2) 8' dia. X B' high STORM DRAIN POOLS C � • 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM DRIVEWAY AREA: 2.000 sq. ft. C' „��. 1 co q \� EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2,000 sq. ft. X 0.17 = 340 cu. 0, '/� 2. MINIMUM SEPTIC TANK CAPACITIES FOR 6 BEDROOM HOUSE IS 1,500 GALLONS. 340 cu. ft. / 42.2 = 8.1 vertical ft, of 8' dia. leaching pool required �.� :" 1 TANK; 5' LIQUID DEPTH. 8' DIA. PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL WITH OPEN GRATE 3. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, 8' dia. PROPOSED 8' DIA. X B' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED EXPANSION POOL ® PROPOSED 8' DIA. X 10' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: PROPOSED LEACHING POOL 0' oOo PROPOSED SEPTIC TANK ,.+1c N.Y.S. Lic. No. 50467 TYPICAL STORMWATER UNIT �•, �•oV � ,� 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD (TOPS TO BE TRAFFIC BEARING) UNAUTHORIZED ALTERATION OR ADDITION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS, (NOT TO SCALE) / TO THIS SURVEY IS A VIOLATION OF eR THI INLET FRAME t CONC. /easTe TYPE ee4L» SECTION 7209 OF THE NEW YORK STATE t h�n T��t Corwin 5. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION ,��GRADE GRT ON[ ET FRA CED CDNC, RLDOXH BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. e.�„x�,p sMAe FI c� o•1 EDUCATION LAW. G. FLOOD ZONE INFORMATION TAKEN FROM: COPIES OF THIS SURVEY MAP NOT BEARING �n Surveyor FLOOD INSURANCE RATE MAP No. 3610300481 G PTE FnOMI ROOF mmFTrs THE LAND SURVEYOR'S INKED SEAL OR ZONE AE: BASE FLOOD ELEVATIONS DETERMINED e-0' EMBOSSED SEAL SHALL NOT BE CONSIDERED ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE TO BE A VALID TRUE COPY. DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN r yes -1-I/x'STONE CERTIFICATIONS INDICATED HEREON SHALL RUN T SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. b ONLY TO THE PERSON FOR WHOM THE SURVEY ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. b LEACHNG RINGSmT IS PREPAREDCONC. , AND ON HIS BEHALF TO THE rtle Surveys - Subdivisions - Site Plans - Construction Layout 7. THIS PROPERTY IS IN ZONING USE DISTRICT: R-4.0 s-D' 4000 PSI•2e MWS yam. TITLE COMPANY, GOVERNMENTAL AGENCY AND 4• "� TONDING THE ASSIGNEES OF THE LENDING IION USTED HEREON. NSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. E THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS GROUND WATER - AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Riverhead, New York 11901-I COMM%Lull I X000 D Q_:�1:A 177.n1UR EY OF PROPERTY D SIT UA TED AT MATTITUCK JUM 21 2018 TOWN OF SOUTHOLD BUII.I3ING DrI''r. SUFFOLK COUNTY, NEW YORK TOWN OFSO== S.C. TAX No. 1000-139-01 -18 SCALE 1 "=40' s �a'42oo' W DECEMBER 16, 2005 '_50;__ AUGUST 24, 2006 HEALTH DEPARTMENT DATA ® �� JANUARY 8, 2007 ADDED PROPOSED HOUSE OCTOBER 3, 2013 STAKE PROPERTY LINES & BUILDING ENV. �R tl NOVEMBER 20, 2013 ADD PROPOSED HOUSE N FEBRUARY 19, 2014 LOCATE ADJACENT WELLS & REVISE SEPTIC SYS. LOCATION N j FEBRUARY 24 2014 REVISE PROPOSED HOUSE LOCATION MARCH 9, 2014 STAKE FOUNDATION J JUNE 4, 2014 FOUNDATION LOCATION LA APRIL 30, 2018 FINAL SURVEY v?of rn CERTIFIED T0: LORRAINE WARREN FIRST AMERICAN TITLE INSURANCE COMPANY TOTAL AREA = 73,931.32 sq. ft. (TO TIE LINE) 1.697 ac. \\ �Z-A WETLANDS AREA = 12,309 sq. ft. 0 FOGF UPLAND AREA = 61,622 sq. ft. p Opo cid F�FNr SJrr i..•. ."`''� G` +✓rRTMEV?OF HEALTH SERVICES P1Ev. (.:.::••. TRUCTEO WORKS FOR NOTES: 1. EEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM `�� pF<°c � 0,941 h ��vLt_t r�1iLY RESIDENCE ' EXISTING ELEVATIONS ARE SHOWN THUS: ? s �qA(° C Ly �•�, RCT.NO.R F " 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION �S. �yN •9 e< • �TFR BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. �'Sr ,�„ , `� ;� 3. FLOOD ZONE INFORMATION TAKEN FROM: J`�o�' \ RF� The f!"5^�C(:;S)csaT and V:3t= �pr+Y fneir-.1eS et this lowtio�haws been FLOOD INSURANCE RATE MAP No. 3610300481 H ' F `. G jnSp;C!^.f r,:,d;w!C°f1'.ficd by:his Ceparwllert or other a9enC6es and found to R= 150.00 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED (0be satisfaory FOR A AiAX1A(UiV4 QF,,.. BEDROOMS ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. \<F . A L- 100.00' 4. THIS PROPERTY IS IN ZONING USE DISTRICT: R-40 6 h� CHORD = S 61'57'24" E 98.15 �4 ��£ �� / HOpQ S•�\Ll� <"` '` M ER "F'Es Craig Kncpper, P.E., Chief . •' .. P A VJ / ELECTRIC METER o/ - 0.5'S. �co�� e.'� �,�' 0q1 �\\\ 1`-%A00 NS�N O FOcF SEPTIC SYSTEM TIE MEASUREMENTS k f ppHiHG 3 0 o HOUSE HOUSE �s�•'. �P• :• �; z4 °� • o OO �2 CORNER FA CORNER[0] e.•'�� s ?• M9� SEPTIC TANK p1 G"�' " y: •' z OUTLET COVER 18.5' 28.5' LEACH�i S�Re?0A"0 • r pnC U COVERING POOL 29.5' 44.5' R LEACHING POOL , oA cRq�N / zo COVER 2 33.5 31 °;` yo�se ?)-F s \_2s.sr LEACHING POOL °Nc ; cgR4MF �\ ( COVER 3 42' 45.5' RgGF �� ` .♦ SrfjOS i � L''1'/T 4TH) DO k_ X °� `�♦ she• `1%1_N�11�- ---- °F p "1 air, �'; � o . `,♦ o �' ♦\ " ss 17.4 [. �Z�bF a O �x \ \ qF re T\ ♦ � �iT' \\ 2yc ,TION� Sr�\ °off `• OHrOG�eggcrN \ O \\\ G FLAG F Aill \ 4 ° N �A� ♦ \�FNr �'r�ysNOS \ Ou' ?0r ?y A ELEVATION HIGH WATER MARK 03/24/2014 = 2.3' ELEVATION LOWER LOW WATER MARK 03/24/2014 = -2.7' V \ 4 Q WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO \ JyF FLAG Q LOWER LOW WATER BEING AT 0.0" F ELEVATION ALONG WETIAND BOUNDARY 03/11/2014 = 3.5' S \ �'NF �9c Q LAG zo S�° \ Q ,3' —i1C k1 ,�� N 80°5 ow 9 7 38 W 69.89' ♦ i 0- ;>> \♦ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED _f BY THE L.I.A.L.S. AND AP ROVED•-AND,,ADOPTED \ _ - FOR SUCH USE BY EW�YpRI( STATE,LAND TITLE ASSOCIATION � v' j'p:P? N CO dk I L �I S� Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION vU THIS SURVEY ISVIOLATION OF S Nathan Taft Corwin Iii SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING LandSurveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 ANDEASEMENTS OF RECORD, IF James ort, New York 11947 James ANY,, NOT SHOWN ARE NOT GUARANTEED. P port, New York 11947 REScheck Software Version 4.5.0 Compliance Certificate Project Warren Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,161 ft2 Glazing Area 11% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Westview Drive Dave Warren Charles Thomas Mattituck, NY NY Charles Thomas Architect 206 lincoln st Riverhead, NY 11901 631 727 7993 y,. Compliance: 19.2%Better Than Code Maximum UA: 631 Your UA: 510 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Assembly or Cavity Cont. or Door UA Wall 1:Wood Frame, 16"O.C. 1,848 19.0 0.0 , 0.060 99 Window 1:Wood Frame:Double Pane with Low-E 202 0.340 69 Wall 2:Wood Frame';16"D.C. 2,079 19.0 0.0 0.060 111 Window 2:Wood Freme:Double Pane with Low-E 227 0.340 77 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 2,090 21.0 0.0 0.044 92 Ceiling 1: Flat Ceiling or Scissor Truss 2,071 38.0 0.0 0.030 62 Compliance Statement: The proposed building design described here is co istent ith the b ilding plans,specifications,and other calculations submitted with the permit application.The proposed building as bee design tl o meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version .5.0 nd to ompI w zth_mandatory requir ments listed in the Bf check InspectioMChklist. e�i 2� Name--Titre ature S t ®67 Project Title: Warren Residence -� Report date: 01/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\WARREN RESIDENCE.rck Page 1 of 7 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions &Req.ID Value Value 103.2 ;Construction drawings and UComplies [PRl]1 !documentation sufficiently s '❑Does Not !demonstrates energy code ; , ;compliance for the building )❑Not ObservableA , envelope. ' E]Not Applicable ; 103.2, !Construction drawings and ;❑Complies 403.7 !documentation sufficiently ,❑Does Not [PR' :demonstrates energy code w- ;compliance for lighting and i❑Not Observable !mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units f must demonstrate compliance ; :with the commercial code. : 403.6 ;Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 , 'sized per ACCA Manual S based : Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual j or : Coolin Cooling: other approved methods. g' []Not Observable Btu/hr Btu/hr I❑Not Applicable ; Additional Comments/Assumptions: 1,11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Warren Residence Report date: 01/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\WARREN RESIDENCE.rck Page 2 of 7 1 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy. 303.2.1 ;Exposed foundation insulation ❑Complies [F011]2 ;protection. ❑Does Not ❑Not Observable !❑Not Applicable 403.8 ;Snow melt controls. t Complies [FO12]2 i UDoes Not '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Warren Residence Report date: 01/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\WARREN RESIDENCE.rck Page 3 of 7 1 Section ; # Framing Rough-In Inspection flans Verified Field Verified, Complies? Comments/Assumptions. & Req.ID Value Value. 402.4.4 ;Fenestration that is not site built ;❑Complies [FR20]1 :is listed and labeled as meeting f ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ;❑Not Observable 400 that do not exceed code ( ?❑Not Applicable limits. 402:4.5 IC-rated recessed lighting fixtures ,. ❑Complies [FR16]2 Isealed at housing/interior finish !"'" _ ❑Does Not .]and labeled to indicate Mt;= 2.0 3 cfm leakage at 75 Pa. '❑Not Observable ). ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- I R- ;❑Complies [FR12]1 1 insulated to R-8.All other ductsR_ R_ :❑Does Not in unconditioned spaces or I J outside the building envelope are; ;❑Not Observable insulated to R-6. Not applicable if ;❑Not Applicable ; ;all systems are ductless. 403.2.2 ;All joints and seams of air ducts, :❑Complies [FR13]1 fair handlers,filter boxes,and i' "❑Does Not :building cavities used as return , ; ducts are sealed. '❑Not Observable I ❑Not Applicable ; 403,2.3 ;Building cavities are not used as {. )v:': °° #❑Complies [FR15]3 "ducts or plenums. i ° ,❑Does Not :? 4' '[]Not Observable ; I❑Not Applicable 403.3 HVAC piping conveying fluids R- I R- ;❑Complies [FR17]2 above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to R-3. !❑Not Observable ❑Not Applicable 403.4' Circulating service hot water R- R- ;❑Complies [FR18]2 ;pipes are insulated to R-2, j❑Does Not 4' ;❑Not Observable j ;❑Not Applicable 403.5. _ SAutomatic or gravity dampers are ;❑Complies [FR19]2." installed on all outdoor air ' x s )[]Does Not j intakes and exhausts. t :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Warren Residence Report date: 01/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\WARREN RESIDENCE.rck Page 4 of 7 2010 New --n York ctioii, c6m'pIles Coin me ti/Assump ions ='Ehergy,-, 303.1 All installed insulation labeled or iElComplies [INI3]?` installed k-values provided. 1EIDoes Not ![-]Not Observable 1 1EINot Applicable 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact�(Tier 3) Project Title: Warren Residence Report date: 01/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\WARREN RESIDENCE.rck Page 5 of 7 ^ . 402.4.2, Building envelope tightness ACH 50 ACH 50 �E]Complles 402.4.2.1 !verified by blower door test result: 1.ElDoes Not Q__) ;,requirement may instead be met bNot Observable !E]Not Applicable Ma visual inspection, in which ;case verification may need to :occur during Insulation 402;4.3 j,Wood-burning fireplaces have 113Complies 'E]Does Not [171�12, .,-1gasketed'doors and outdoor combustion air. 1,E]Not Observable 1 )E]Not Applicable 403.2.2 1 Duct tightness via post- cfm cfm ;E]Complies [F1411 :construction with maximum :.ElDoes Not leakage of 8 cfm to outdoors,or 12 cfm across systems. For :,[]Not Observable ![]Not Applicable rough-in tests,verification.may ;need to occur during Framing Inspection,with maximum ;and 4 cfm without air handler. 463.1.1 Programmable thermostats ;[]Complies !E]Does Not 2,, linstalled on forced air furnaces. '--'E]Not Observable E]Not Applicable '401L2 I J Heat pump thermostat installed !E]Does Not [FI1012 on heat pumps. E]Not Observable 'E]Not Applicable 403 Circulating service hot water [FlU]2 systems have automatic or ._111Does Not iaccessible manual controls. servable ]EINot Applicable 403,9.1 Readily accessible switch on E]Does Not V11112 heaters for swimming pools. .,,[]Not Observable I ',[]Not Applicable 4b3.'9;2, �Timer switches on pool heaters 1EIComplies [Flig]3, land pumps are present. ElDoes Not 4) E]Not Observable :[]Not Applicable 4 0 1' Heated swimming pools have a F120]3 1cover.Covers on pools heated j0Does Not over 90 QF'are insulated to R-12. !E]Not Observable 'ElNot Applicable 4Q13 i Com pliance certificate posted. IMF E]Does Not ENot Observable )E]Not Applicable 503.3., Manufactu�er manuals for ElComplies 'E]Does Not [FI18P ;mechanical and water heating equipment have been provided. �,[]Not Observable ' UNot Applicable Additional : 1 High Impact(Tier 1) 2r Medium Impact(Tier 2) 3-]Low Impact(Tier�3) Project Title: Warren Residence Report date: 01/22/14 I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Warren Residence Report date: 01/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\WARREN RESIDENCE.rck Page 7 of 7 2010 New York Energy Construction Energy Efficiency Certificate Wall 19.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&D.. Window 0.34 Door Heating System: Cooling System: Water Heater: Name: Date: Comments ��.. hti veyl fft PURSUANT TO CHAPTER 236 ; OF THE TOWN CODE. DO IN13T WEF D WITH FRAMIIJ' b0l_- l.✓L:YAN OF FOUNC:;!Mori LOCATION ' Im HAS REE{ AFFIROVED. E MATCH RIDGE BEAMS ' ARCHITECT REVISI S D E S C R I P T ION 12- 9— — 1"%'2." TRIM ON 1"X8" RAKE E: �' ASPHALT SHINGLE ROOFING l �,-Y•F�ic,,,,�, F��-�»��---°�-�-�----�Y�.—.�,..,,.,_-.. Fl� NOTIFY BUILDING DuPARTMENT /, 765-1802 L AM TO 4 PM FOR TH FOLLOWING INSPECTIONS: - VV-" RAKE FRIEZE 1, FOUNDATION-TWO REQUIRED i r�-F•ICAL FOR POU? y 71'-0" 51'-0" 20'-0" $ r G 71-011 5'-6" 10-9 12'-3" 6._611 1 1 10-0" 10-0 1 II1 " " ARCH ITECT ® 36" HIGH RAIL ® PER NYS CODE n 27'-0" REVISION D E S C R I P T 1 0 N I I I I ;. , : , • 2o'-s" ov M A S O N R Y — — — — (3) 2X12 GIRDER Simpson Strong—Tie HDU DEC K TYPICAL TRHOUGHOUT 1ST & 2ND FLOOR 3 10 SCREENED i' J Simpson Strong-Tie P 0 C H HDU (CORNER HOLD DOWN) t. CORNER BRACING DETAIL 3032 201310 x 2432-2 2052 FWG 60611 2052 _2-x12' HD SCALE: N.T.S, _411 41_011 1 3-2'x12" HI 26'-6" 3-2"x1z" HDR a 11 -0" SEAT o _ W D B i ofI O N i o O o XI I o .�0� 20'-0 N L A U N D R Y `i MUD . ® ® � K I T C H E N W Simpson Strong-Tie 0 3052 FWG 60611 3052 HDU (CORNER HOLD OWN) • EGRESS EGRESS TYPICAL, SEE DETAIL S �•DE ECTO S, I O - OCA BON o, _ SMOE r rte) 0 o 3-2"x12" HDR DE ECTO , I CARBON o I S LAND I H o NOOKA\ R N DETECTOR Lr) - - - - - - - - - J - C14O I 1z -0 y I'/ KH - o o c o 1 = C OS T W/CUBBIES CL SET ^ 00 — — TRANSFER POINT LOAD SMOKE N00 N e'-e" s'-a" N O� w TO FOUNDATION PLAN OS —DETECTOR M ICV —_ 10 1 0 ch .f REF. W , 23'-0" "� 2=3 3'-6" — 8'-9" — 7'-0" 0 5'-O w w -- i o 0 o o W cv a I 2'-0" a'-o" PANTRY ,�o �) a F A M I L Y �o LLJ 0 0 � Fe0_ N �� ti° `� R O O M °' L N ■e o = � n: � W� 1 V / J H �Z I Z 1 I O e�'p ( m a I CLOSET ( ® OS DETECTOR _. SMOKE �n d 5'-0' 6'-0" -3-9= e d DO i I (3)12" ML GIRD R FLUSH O M � ISMOKE O 3'-6° O --DETECTOR _ CARBON - i>Ico — — — — — = W 12 X 45 STEEL BEAM C ~DETECTOR N j8v N V) 1 - - - (3)12" ML GIRDER FL SH (0 R 5'-0" 9'-6" 5'-0 oll a O 03 M t 1 (3)14" ML HEADER to Of En z 4 CAR o LnInH= 1 GARAGE I o _J O &w 0_J 1 ISI I N OPEN TO = I. s'-o" to _ wz I 4" POURED CONCRETE SLAB �o R 0 0 M ABOVE N OPENING O p o - OVER 6 MIL. POLYETHLENE I l a O .- `00 ®� f� O'"'-DETE TOR x DO I VAPOR BARRIER ON WELL N 04 COMPACTED POROUS FILL UP 1 M LL 117 JI ,asis 350 SEF IE ,n _ Li 0 16" OCI o z Ix W 12 X 45 STEEL BEAM to I w Li v� 0 1 FOYER o o -- - - LIDI to L I V I N G o N 14'-2" 12'-0" �_ R 0 0 M 1 1 1 HR, RATED 5/8" TYPE X SHEETROCK SMOKE Of zo I WALLS & CEILING Os -OETECiOR x1 0 (� I 3-2' 2" HDR o = O w U Q I - - -- - --- - 3-2"x12" HDR n 1 J � O? - - 6 _ 5 3052-2 O 1O Z ( EGRE SS e 0 `o I-) ®o> I \,,Simpson Strong-Tie ") C) HDU (CORNER HOLD DOWN) ' � Uo 4" DIA STEEL COL P O R C H a1 10 10 19' N EACH SIDE OF STL BEAM o iO (0 TYPICAL N ® — — — _ 00 W 12 X 45 STEEL BEAM 3-2"x12" HDR N (3) 2X10 GIRDER ::T=1 30!2-4 EG ESS o N Simpson Strong-le Charles M Thomas �x ce 0� N N w o x HDU (CORNER HOD DOWN) O o I 0 o N r)w n o = L � 2 ' a r c h i t e c t _J 0 Li w0= 6 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 Ln x V) t o O a H0 - I 000I 00t ®I 0 M I 1110 PROJECT Do r1 I 3-2"x12" HDR 3-2"x12" HDR 3-2"x12" HDR 32 3 2 3052 EGRESS EGR SS EGRESS Simpson Strong-Tie 5•_3» g'_g» 6'-9" 5'-3" 7'-1" 13'-5" 6'-0" 10'-3" 10'-3" FIRST FLOOR PLAN HDU (CORNER HOLD DOWN) TYPICAL, SEE DETAIL 24'-0" 26'-6" 20'-6" 71'-0" DATE: 111/14/13 PROJECT No. 3 DRAWING BY, F.SOLIS 7 FIRST FLOOR PLAN 5� DWC SCALE: 1/4" 2OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 711-0" • ar 23'-6" 27'-6" 20'-0•. 7'-2" 16'-4" 7'-7" 14'-8" 5'-3" 9'-9" 10'-3" ARCHITECT 36" HIGH RAIL REV S D E S C R I P T 1 0 N PER NYS CODE FRAME REVERSE THRU LAYOVER MAIN ROOF 3 B A L C O N Y 7 SINGLE PLY RUBBER ROOFING OVER 45# ROOF FET ON 3/4" CDX PLYWOOD 3046-2 SHEATHING. 2"X10" ROOF RAFTERS 016"O.C. EGRESS2 6 x PITCH ROOF FROM RESIDENCE 3-2"x12" HDR 3 2" 12" HDR fir - - - - - - - - - - - - - - - - - - - - - -- x -- 14'-2" 5'-0" 6'-8" IFF 7 w . p �o 2"X10" CLG. JOIST Q A T — =Z i0 1 I � 16" OC. R-38 INSUL. 5 CFM EXHAU r �w F TO EXTERIO L �w �6� CIO, 3 a Simpson Strong-Tie I I Simpson Str ng-Ti HOU (CORNER HOLD 0 ) 00 3046 3046 HDU (CORNS HOLDDOWN) 04 -2 GR SS ¢• EGRESS FWG 6 EGRESS TYPICAL, SE DETA L 3 E D R 0 0 M SHOWER 3-2"x12" HDR 2 0 w LAUNDRY 3-2"x12" HER rihr 13'-4" 4-0" 5'- � ---- -- '- a MOKE I d, 19'-6" i Ire N o 0 w O t— ETECTOR Ld iv W.1 SHOWER I o W x CLOSET I' � — 5-°— I �o J (LOBO I �O V) C-0 �` row W.I. / 0 Z B A T L9((F `�� CLOSET101 m U D R O M �j '1 � `L� 125 CFM E U ` � - - - elo-b FAN TO EX I � 0 � z 00 O---DE CTOR X e 36._ CO M A S T S o " ® o ♦ / B E D R O O M •Y ` / �� SMOKE O O O'"—DETECTOR X� Q cn �0 ?p �� ?p ♦ � / N tD w �O - M c� N c�6 3'-3" t w n 5-g bI LINEN 'oI LINEN 0 w o inoa 66d w � 12" ML RIDGEIn N M M 4'-0" PER NYS C DE U x w Li 0 B A T H _ w 0 125 CFM EXHAU / ♦�"• . M N = �1 t/ t0 UAt 1 FAN TO XTERI R J ( e cv —9' T 4'-0" 7'—g" 1 X w n �� " ♦ ` � 0 2 ? OPEN TO — J-5" — 9((FJ- — — �-5— — cG I — � BELOW 00 L ZIP,- C i f� �' o ;r, CL SET 8 �� CLOSET I 1 in I SMOKE / I O / ♦ L9 0 o O-t—DETECTOR O O � (( J � - - - - - - - 0 j�: / U N o �.,/ I ♦ ® / X e /�� _6 rx A- w SEAT I 16' 0" '-2 IY 2"X10" C G. JOIST ® - LL ® 16' OC. -38 INSUL. o, ( ♦w.i. �s / -g" 0 L ET 6s 1„W N / c r ” u N I 5 1J no "' / r -,. -2 / 12'-0 O o E P�pus —9 N EY TERI i� 3-2"x12" HDR 3-2"02" HDR a — - — d _ 2 I I 3046-2 2446-2 0 — �* 3 I N "X, " LG. J01 T EGRESS 2 3 o U N F I N SITORAGE (0 I I R FREE TUB DING 0 I I 0 R 0 0 M I I I 12'-6" I I .1 °° 00II �_ Li l `1 (FLAT ROOF - --- BELOW .3046-2 046 2 o � I ❑ I EGRESS Fl I 0 to u�) • N in2 n 6 � w 3'-6" io L - - - - - - - - - - - --� I M v I `10 2"X10" C G. JOIST 1I I @ 16" OC, -38 INSUL. 00 0 Charles M . Thomas in a r c h i t e c t L 3-2"x1 " HDR J PO 80X 811 JAf�ESPORT, NY 11947 (631) 727-7993 3046-2 Simpson Strong-Tie 3 EG Ess PROJECT HDU (CORNER HOLD DOWN) 7 - 8'-6" 8'-6" 3'-6" 7'-1" 13'-5" 6'-0" 3'-6" 6'-9" -6'-9" 3'-6" 24'-0" 26'-6" 20'-6" 71'-0" - SECOND FLOOR PLAN SECOND FLOOR PLAN SCALE; 1/4" = 1'-0" DATE: 11/14/13 — PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. r W0073 _F0 0 3 OF 7 i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. e tb 'PiA - ARCHITECT REVISIO DESCRIPT ION -12 I ADJUST PITCH - - ----- ------- TO MATCH GAMBREL RIDGE- ASPHALT SHINGLE ROOFING I - I — ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING I f I CFDAR PERFECTION SHINGLES I r 8'-0" PLATE HEIGHT T— 6'-8" T.O. WINDOWS - I I o I I co I I T.O. SECOND FLOOR00 — i 9'-O" PLATE HEIGHT --- -- - - -- - _ - - _ -- - --- - 9 -0 PLATE HEIGHT -- - - ❑ Ll --- ❑ w 7'-0" T.O. WINDOWS -- - - -- - - - - 7-0 T.O. WIN OWS R e 0 Qo I I T-E LLL�-I All O n T.O. FIRST FLOORT.O. FIRST FLO O O O CEDAR PERFFCTInN SHINGLES R O W E RIGHT SIDE ELEVATION � 3 SCALE: 1/4" = 1'-0" O LL LL • - -12- P1 ASPHALT SHINGLE ROOFING 2032 - ASPHALT SHINGLE ROOFING 8'-0" PLATE HEIGHT 8'_D" PLATE HEIGHT 6'_-8" T.O. WINDOWS 6—8 T.0_ WINDOWS FM - Charles .M . Thomas CEDAR PERFECTION SHINGLES a r c h i t e c t 00 Li PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT T.O. SECOND FLOOR u' T.O. SECOND FLOOR 9'-0" PLATE HEIGHT 9 _0 PLATE HEIGHT 7'-0" T,O. WINDOWS ❑ ❑ ❑ ❑ '-0" T.O. WINDOWS I ^ � SIDE ELEVATIONS - ❑ - ❑ DATE: 11/14/13 - -- T.O. FIRST FLOOR T.O. FIRST FLOOR PROJECT No. CEDAR PERFECTIfiPJ SH'UGLES - - - DRAWING BY. F.SOLIS 5/4"x4" WINDOW & DOOR SURROUNDS CHK eY. GRA E (TYPICAL) DWG Na, I& - o0 (7� LEFT SI DE ELEVATION 4OF7 4 SCALE: 1/4" = 1'-0" ' THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 51'-0" 20'-0" 3 7 27'-0" w D � — — — — — — — — — — — — — — — — — — — — — — — — — — — m _ o I V)V) I� W a-Z 201_611 + -_o o Z REVISION D E S C R I P T 1 0 N MASONRY DECK CONSTRUCTION I I 0 - / I j 8 POURED CONCRETE FOUNDATIO I I V)w w WALL ON 8"X16" POURED CONCRET ! a 2 FOOTING (TYP) i z o 6 4" POURED CONCRETE SLAB OVER 6 MIL. — POLYETHLENE VAPOR BARRIER ON WELL \ = I COMPACTED.-POROUS FILL 23'-6" SRI 8" 26'-4" _ ./ r — — — ----" I MASONRY DECK CONSTRUCTION r 3 I __......_ _ __...._.._......._...._....____._..._..__.........._____._.._____ I I 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE1 7 I I" FOOTING (TYP) _ of 1 I 4" POURED CONCRETE SLAB OVER 6 MIL. / I I I I IH m r v I I I I IPO MPAT TED POROUS BARRIER ON WELL J1 Ll Dow — f — 3020 - - — - - J I- - —I - - - - - - - - - - - - - - - - - - - - - - - - - �J — — — --� LLJ IL �~Ld —�� - - - - - - - - - - - - - - - - - - - � z O o I '-1,11„ I I I I 26'-5" 10" 0 Z I } II V)W mw a '►0a( I I I I . 1 t I _ wiF~ I I I I I ,— w to '� z o ., — I 9'-0" WALLS I I N z » ►- O C� 1 DOUBLE\jUP JOIST UNDER KITCHEN I 10 P.C. FOUNDATIO0_-IVALL— V) —� x ISLAND AND ALL AREAS WITH TILE N Z r N ON 10»x20" P.C. F NG- — o& o — g F- I I - / FIN, FLooR. C E L L A R F G��T1 �, - - - - - - - - - - - - - - - - - (2) #5 BARS CONTINUOUS R �0 1 » o w 0 I 9'-0* WALLS & 4" POURED CONCRETE SLAB = '- M v L_ / M ®o, _ 0 10 P.C. FOUNDATION WALL <n Z — — — — — — — — — — — — — — I OVER 6 MIL. POLYETHLENE S I i ON 10"X20" P.C. FOOTING R I I VAPOR BARRIER ON WELL a '`� _ T ANSFERED POINT LOAD k►� ®� • COMPACTED POROUI FILL - --`"t FROM FIRST FLOOR (2) #5 BARS CONTINUOUS i �WLJ L -� I I� __ 3 1/2" STANDARD STEEL PIPE COLUMN ,,.-4" -POURED CONCRETE SLAB �� 1 I io 04 Ln 23-2- ON A 30"x30"XI5" DEEP OVER 6 MIL, POLYETHLENE 1 POURED CONCRETE FOOTING. (TYP) VAPOR BARRIER ON WELL a F Iui IM — — — — — — — — — — — COMPACTED POROUS FILL �d J I o W O Q \o m n S 0-i I 8" T.C. FLUE0 — — — — — — — —co 7-2 '` 7-2' 12'-5" M 1 r- rm W:� I z 19'-5" LO L 00 i I MEE P 3-1 3/4" X 11 7/8" a PROVIDE 5/8" TYPE "X" GYP. BD. P.C.DFO TING MICROLAM GIRDER I ON CEILING ABOVE FURNACE FOR f _ I BELOW Q Z ...� _. AT LEAST LF ER 0"N. ON ALLCODSIDES AS B 0 I L E'R M �B API �L/�®EEACH L �. ..J - L_ L- I I I o y. O SMOKE - O V) I G RDER INTERSECTION) 14,-4" I I ij 7'-0" 5'-5" I S I Jto i c N O DETECTOR s-t 3/4- x tt 7/a' 3 1/2' STANDARD STEEL PIPE COLUMN o>_o I 11 Il f 7 ML. GIRDER ON A I,30"X30"X15" DEEP I I— — J O O F — — — I — - - F _- INTO FLOOR JST _ (TYP) ASH DUMP — I I L — T--I� 1 1 POURED CONCRETE FOOTING. TYP l o o - -ru - - - LSI I4- WALLS J L_ J I __511 WALLS ABOVENE OF I ( I I ��,l I � 1 FRESH AIR INTAKE I I (TYPICAL) M 1 I I— LI II7 I— IT, 7L_ -1L/4X11 /81J �1�8 " 91 8 1 - FLUSH I�NTLD OR JSTS I I o ` I I ;,, I I I M 00 z I I N I 1 ^ --- io I ZO N o I N 11 /a" JOISTS �` I I 3-1 .n ;� I a 4" POURED CONCRETE SLAB I I 350 4jnES \\ — — — o o I . "I I— — J MICROLAM GIRD R to ( OVER 6 MIL. POLYETHLENE I ® 16 OC." — — — � fV I z w VAPOR BARRIER ON WELL I R-19 INSULATION - F _ — cp I p ,� CELLAR I I ry o�o z COMPACTED POROUS FILL I I I _ = _ I 9'-0" WALLS --' i 0 o I U — _ �L 10" P.C. FOUNDATION WALL PRtN o -_ ON~TO"'X20" P.C. FOOTING I o �, W M x a l o (2) #5 BARS CONTINUOUS I 10 N t0" 14'-4" 0 3'-9" 8'-8" 4 POURED CONCRETE SLAB rev o - J OVER 6 MIL. POLYETHLENE— i I 1 \0 BEM POCKET i I x VAPOR BARRIER ON WELL""' m 117/8" TJI JOISTS M (T ICAL @ EACH a v COMPACTED POROUS FILL �_j 350 SERIES GIRDER INTERSECTION) ►r oc 1 ® IN OC. "� 1 AL GIRDERS SHALL BE SHIMMED a O I i R-19 INSULATION A REQUIRED IN BEAM POCKETS t 3 DO I - - - - - - - - - - - - WITH STEEL SHIMS (TYP) o I I U)o SLAB TO SLOPE I 117/a" TJI JOISTS 101. 3020 — I 1 I I z w p DN. 4 TO DOORS I 350 SERIES 2 a, I z w_ MASONRY DECK CONSTRUCTION I ® 16" OC. 3 O Z I I I 8" POURED CONCRETE FOUNDATION ( I o R-19 INSULATION L` 1= ( = I WALL ON 8"X16" POURED CONCRETE I -- I 0 v FOOTING (TYP) ( ( cO O I io I I 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL i I I COMPACTED POROUS FILL — L — — — — — — — I I 3020 z I I 2 .: x I I , 6 ..a Charles M . Thomas �LoL ZWo I I o a r c. h i t e c- t 0' I 0 Z i I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 °oma o~o Of 101 p U 22'-4- - PROJECT L - - - - - - - - - - - - - - - - - - - -� I ` 0o I I �•. 3 --.- 7 24'-0" 26'-6" 20'-6" FOUNDATION PLAN 71'-0" i T Ak DATE: 11/14/13 F 0 U N D A T 1 0 N P L A N PROJECT No. DRAWING BY. F.SOLIS SCALE; 1/4" = 1'-0" CHK BY. DWG No. 5 O 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. .!ALL .G i vu ARCHITECT REVIS D E S C R I P T 1 0 N 12" ML RIDGE TYPICAL RO F CONSTRUCTION 12 ASPHALT SHING.E ROOFING N9 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 20X10" ROOF RAFTER 0 16" O.C. -- - ------ --- - / A T T I C TYPICAL CEILING CONSTRUCTION (2) 14" ML BEAM I 2" X 10" CEILING JOISTS 0 16" O.C. / (TYPICAL) \ W/ R-38 BATT. INSULATION 8'-0" PLATE HEIGHT \ \\ FLAT RQDE CONSTRUCTION 32 / M A S E R \ SINGLE PLY RUBBER ROOFING % / w o 6 A T H WAC TYPICAL FLOOR CONSTRUCTION OVER 451 ROOF FELT ON 3/4" COX PLYWOOD %/ / 3 '00 —� \ 11 7/8 TJ FLOOR JOISTS 4 16"0 C. SHEATHING. 2"X10" ROOF RAFTERS 0 16"O.C. / o \ W/3/4" PLYWOOD SUBFLOOR PITCH ROOF FROM RESIDENCE I / �, II = _ __, � �� I /ATTIC \ °p ----- -- T.O. SECOND FLOOR / 9'-0" PLATE HEIGHT (3) 2X10 GIRDER --- TYPICAL WALL M STRUCTION ❑ ❑ CEDAR PERFECTION SHINGLES K HOUSE WRAP 1/Y CD X PCMssts PLYWOOD SHEATHING ON 2"X6" . STUDS 0 16" O.C. L I V I N G R-15 INSULATION , 0 I R 0 0 M m OPEN To TYPICAL FLOOR CONSTRUCTIQN FAMILY ROOM 11 7/8 TJI FLOOR JOISTS 0 16" .C. PLYWOOD SUBFLOOR WAIIN, R-19 BATT. INSULATION li -- -- -- - 11" T,O. FIRST FLOOR uk D o PA 1--111--11I----1II1--1I1=1II—IIi- --I 3-1 3/4" X 11 7/8" --( P7041 OL0I=1 f= RET SAB MICROLAM GIRDER MILL VAPOR BARRIER FIRE S OP PER GRADE I—I I I—I I(—I I I= — NYS CI DE (TYP) CROSS BRIDGIN IN ALL FLR. SPANS III—III—III— AT INTERVALS T TO EXCEED 8'-D" O.C. 01, II—III—III— BRIDGING TOB 1"X3" SOLID WOOD OR METAL IIIIE II MAIN HOUSE FOUNDATION WALL -11 C E L L A R 10" P.C. FOUNDATION WALL — — — — — — — — — — W/(2) #5 BARS TOP & BOTTOM (n $" POURED CONCRETE FOUNDATION � ��' ON 10"x20" P.C. FOOTING �f J WALL ON 8"X16" POURED �(2) #5 BARS CONTINUOUS --- W/(2) #5 BARS CONTINUOUS vi CONCRETE: FOOTING 2x6' ACQ SILL PLATE W/2# 4 BARS T(OP & BOTTOM TERMITE SHIELD O 4" POURED CONCRETE AB 1/2" DIA, ANCHOR BOLTS 4 ILL VAPOR BARRIER ®30"-0" O.C. N A'h'Ago LIQUID MEMBRANE WATERPROOFING COVElz 12" ML RIDGE b OVER FOOTING (TYP) 0- (2) #5 BARS CONTINUOUS 3 1/2" STANDARD STEEL PIPE COL JMN ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) 0 s+- 2 TYPICAL ROOF CONSTRUCTION ADJUST PITCH ASPHALT SHINGLE ROOFING /� I OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. C R oI S S S E C T 1 0 N 1 TO MATCH GAMBREL RIDGE 2"X10" ROOF RAFTERS 0 16" O.C. TYPICAL ROOF C N TR CTI N 2x6 COLLAR TIES ASPHALT SHINGLE RDOFlNG ® 32" O.C. OVER 15 ROOF FELT 1/2" CDX PLYWOOD SHEATHING. SCALE: 1 # 20X10* ROOF RAFTERS 0 16" O.C. I I, TYPICAL CEILING CONSTRUCTION A T T I C T I I 2" LIyG_,IDI W/ R-38 BATT. IN'ULATION 1 I L5/8"GYP.BD.FINISH - T. &S. 3 COAT JOB(TYP) TYPICA WALL CONSTRUCTION M S T R CEDAR PERFE'TION SHINGLES TYVEK HOUSE WRAP 1/2" CD X SHOWER / r W 1 PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0' 1W" O.C. TYPICAL FL OR CON TRUCTI N , B E D R O M M � R-15 INSULA ON BALCONY CONSTRUCTION 11 7/8 TJ FLOOR JOISTS 0 16C. B A T CLOSET o o0 W/3/4` ptrYW00D SUB R � SINGLE PLY RUBBER ROOFING OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD SHEATHING. 9 1/2" TJI ROOF RAFTERS T V B ®16"O.C. 1� PITCH ROOF FROM RESIDENCE 9'-0"_PLATE HEIGHT 5/8"GYP.BD.FINISH N 3-2"x12" HDR. TYPICAL WALL CONSTRUCTION T. &S. 3 COAT JOB(TYP) -- ❑ 7-0WIN ows CEDAR PERFECTION SHINGLES K HOUSE WRAP 1/2` CDX PCM66 ' " 7.0.16 PLYWOOD SHEATHING ON "X6" WD. STUDS 0 16" O.C. R-15 INSULATION L I V I N G II F A M I L Y R Charles M . Thomas x o R 0 0 M I I m R O O M 0 TYPICAL FLOOR CON TRUCTION OPEN 111 SEN a r C hI t G C t TO FOYER TO KITCHEN h 11 7/8 JI FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W N. R-19 BATT. INSULATION j PO BOX 877 JAf�ESPORT, NY 11947 (631) 727-1993 6x6 POST T.O. FIRST FLO R PROJECT FIRE STOP PER —I —I —i —i- -_ PA66 NYS CODE (TYP) CROSS BRIDGING IN ALL FLR. SPANS —III—III—III—�I—I I— 4" POURED CONCRETE LAB �.�y Nei AT INTERVALS NOT TO EXCEED 8'-0" O.C. 4 MILL VAPOR BARRIER 1"03:011— NYS I9"'ii BRIDGING TO BE 1"X3" SOLID WOOD OR METAL 3-1 3/4" X 11 7/8" MICROLAM GIRDERI- IIIIIIIIIIIIIIIi o z MAIN HOUSE FOUNDATION2X4 KEY WALL I=❑ 10" P.C. FOUNDATION WALL — — — — — — — — — — — —/ W/(2) #5 BARS TOP & BOTTOM °f • ° 8" POURED CONCRETE FOUNDATION CROSS SECTIONS ON 10"x20" P.C. FOOTING / W/(2) #5 BARS CONTINUOUS (2) #5 BARS CONTINUOUS-/ WALL 8"XPOURED CONCREE TE FOOTING NG � 2"x6" ACO SILL PLATE W/2# 4 BARS TOP & BOTTOM TERMITE SHIELD 4" POURED CONCRETE SLAB 2X4 KEY 1/2" DIA. ANCHOR BOLTS 4 MILL VAPOR BARRIER @30"-0" O.C. LIQUID MEMBRANE WATERPROOFING COVE §L ° PROJECT No. 11/14/13 i OVER FOOTING (TYP) — _l L_ — J L_ — J DRAWING BY, F.SOLIS (2) #5 BARS CONTINUOUS 3 1/2" STANDARD STEEL PIPE COLUMN ON A 30"X30"X15" DEEP CHK BY. POURED CONCRETE FOOTING. (TYP) C R 0 S S S E C T 1 0 N 2 y �� DWG No. = A❑- ooh o0 SCALE: 1/4" = 1'-0" ('T'' 6 OF 7 r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. s •• i r ' — ARCHITECT 2" X 12" RIDGE BEAM REVISION D E S C R I P T 1 0 N TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING OVER 15/ ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING, 2"X10" ROOF RAFTERS 0 16" O.C. 2x6 COLLAR TIES — TYPICAL ROOF CONSTRUCTION ® 32" O.C. ASPHALT SHINGLE ROOFING 12 OVER 15#ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING, TYPICAL CEILING CONSTRUCTION s 2")(10" ROOF RAFTERS 0 16" O.C. 2" X 10" CEILING JOISTS 0 16" O.C. W/ R-38 BATT. INSULATION A T T I C A T T I C TYPICAL CEILING CONSTRUCTION 2" X 10' CEILING JOISTS 0 16' O.C. W/R-38 BATT. INSULATION OF,8'-0" PLATE HEIGHT_ 8'-0 PLATE HEIGHT 5/8 GYP. BD.FINISH --- T. &S. 3 COAT JOB(TYP) TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUC ION \\ \\ // - CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X CEDAR PERFECTION SHINGLES TACK HOUSE WRAP 1/2 CDX B E R\O O M \ / B E D R O O M R CL. B O N U S PLYWOOD SHEATHING ON 2'X6" WD. STUDS 0 16" O.C. PLYWOOD SHEATHING ON 2"X6" WD. TU 5 INSULATION"ON \ / 4 R O 0 o R-15 INSULATION OD n (3)t2" ML GI BER Ek H ° / \ ° TYPICAL FLOOR CONSTRUCTION / / \ 11 7/8 TJ FLOOR JOISTS 0 16b.C. / / \ W/3/4' PLYWOOD SUBFLOOR W/MIN, R-19 BATT. INSULATION 2� / / \ _T.O. SECOND FLOOR_ / __ _ _ _ ��a. SECOND FLOOR _9_=0" PLATE HEIGHT_ y f - 9'-0" PLATE HEIGHT_ L5/8" GYP.8D,FINISH 5/8°GYP.BD.FINISH I ■ ® ,�n T,&S. 3 COAT JOB(TYP) W 12x45 T.&S. 3 COAT JOB(TYP) STEEL BEAM TYPICAL WALL CONSTR / / TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP / » » M7� N Y/ CL, �} CAR CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2X6 WD. STUDS C I A R A G E " R-15 I Tl M U D R /0 M S,7 o PLYWOOD SHEATHING ON 2"X6 WD. STUDS 0 16 O.C. It ° 1HR, RATED 0 \ 5/8" TYPE X SHEETROCK \ WALLS & CEILING U LE T.O. FIRST FLOOR ® ` ® \ 4" POURED CONCRETE SLAB OVER 6 MIL, LY L NE VAPOR COMPACTED POROUS BARRIER ON WELL T.O. FOUNDATION WALL -- -111-11I=II I—III=III— MILL VAPOR BARRIER SLAB MI R AMGIRDERll J o Z II—III=III= I - =1 11=1 11=1 I 2X4 KEY MAIN HOUSE FOUNDATION WALL MAIN HOUSE FOUNDATION WALL O =III— 10" P.C. FOUNDATION WALL —; - - - - - - - - - - - 10 P.C. FOUNDATION WALL ° _ _ _ _ _ _ _ _ _ — W/(2) #5 BARS TOP & BOTTOM W/(2) #5 BARS TOP & BOTTOM ° 8" POURED CONCRETE FOUNDATION ON 10"x20" P.C. FOOTING ON 10"x20" P.C. FOOTING WALL ON 8"X16" POURED (2) #5 BARS CONTINUOUS W/(2) #5 BARS CONTINUOUS n W/(2) #5 BARS C(+NTIN000S CONCRETE FOOTING .2x6' ACQ SILL PLATE LL W/2# 4 BARS TOP & BOTTOM 2"x6" ACID SILL PLATE TERMITE SHIELD TERMITE SHIELD 2X4 KEY 1/2' DIA, ANCH•"aR ,3'JLTS 1/2" DIA. ANCHOR BOLTS ®30"-0" O.C, ®30"-0" O.C. O LIQUID MEMBRANIE WATERPROOFING COVE LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) OVER FOOTING (TYP) ui 3 1/2" STANDARD STEEL PIPE COLUMN _/ ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING, (TYP) C R O S S S E C T 1 0 N 3 SCALE: 1/4" = 1'-0" HRU� iH�� M ROOF IHRU (TYP.) (TYP.) {TYP.) r(TyP.) f ROOF - - —+ ---- �r1 t/YY b-2Y �I-t/ri q-ri I 1 I q>-2v I T `1 t-t/P'v d-t t/rit-t I �t-t/tv HDMER wG uv i uv I we. luv luI v I wc, i rASHx I uu SW I LAV I LAV I wt HOUSE SI 91d1Ef.R I SIMI? I SHOMm I � I I I SECOND FLOOR f I T mg i' 2~ t t/Y ,-1/Y 3' 2. 1-1/7 2' �• I-1�• t' ca Charles M . Thomas -.-- a r c h i * t e c t IOIl I tusll[R I IUY IS I N K I wAAIER FRESH AIR INLET i 4NK I we PO 80X 811 JAMESPORT, NY 11947 (631) 727-7993 I sNo� I FIRST FLOOR 1-1f2• 1 r 1-1/1• 1 i/2' 1.1/2 CO. PROJECT Lr CONNECT TO APPROVED P.V.C. PIPE PITCHED F.A.I. &SANITARY SYSTEM AS PER N.Y,S CODE PLUMBING RISER DIAGRAM SCALE: N.T.S CROSS SECTION RISER DIAGRAM DATE: 11/14/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. 7 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, TABLE R 301.7 TP PLATE FRAMING TO ACCOMADATE • '''-� �� -rv.......' � ' - CORNER AND PARTITION POSTS O ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— TABLE TABLE 3.1 ATTACHED TO RAFTERS 'LATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALLS.IN STUD INTERIOR WALLS AND H/18D NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% o )M PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH — WFCM SECTION 3.3,1.111 1/3 SPAM 1/3 SPA WFCM SECTION 3,4,1.1,1 WOOD STRUCTURAL PANEL STUCCO FINISHE �P NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE a T d NAIL AT 6 O.0 WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES c T �_ ALL PANEL EDGES CK 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH AND BRIDGING (a CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the N BAND JOIST ROTATION IN ACCORDANCE \ / component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT W 'LATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o ALL PANEL EDGES b. For cantilever memebers, L shall be token as twice the lenght CROSS SECTION OF CUT OR// OF STUD DEPTH THEN STUD MUST BE BEARING ) BE LOCATED IN THE SAME of the cantilever. DOUBLE AND Nd MORE THAN TWO WALL CROSS SECTION OF CUT OR 5/ ' MIN, TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn CUT INTO STUD — - glass or sandwich panels, the total load deflection shall not o r� LAP JOIST 3 IN. MIN. \ exceed L/60. For sandwich panels used in roofs or walls of oo JOIST BOTTOM PLATE FOR FIRE BLOCKING `—WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall > LOCKING INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION w 00 JOIST 4 16d NAIL AT 24" O.C. WITH WFCM TABLE 3.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4. 2.1 . 1 FIGURE 3.3 A LATE 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3. 1 . l �- I GU RE 3.3B COVERING DEAD LOAD CRAWL SPACE SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT EDGES AND 12 O.C. ON ALL FOUNDATION MONOLITHIC FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUN FOUNDATION b INSIDE CORNER DETAIL PANEL EDGES FOR INTERIOR TER T O R N OBJ B E A R I N G WALLS ( ) WALL SUPPORTING 15 psf or less 25 psf Lj_MING INTERMEDIATE BALLOON FRAMING NOTCHING AND BOPED HOLE LIMITATIONS PLATFORM FRA EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.0 1.2 ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS � �— BEARING WALL LATERAL BRACE AT 6' O.C. NON -BEARING WALLS: R602.6 (1 )& FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Li I O TYPICALWALL FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED 2-10d NAILS to �+ ! N — TION FASTENING SCHEDULE WIND—BORNE DEBRIS PROTEC FOR WOOD STRUCTURAL PANELSK ROOF FRAMING DOUBLE TOP PLATE � TRUSS OR CEILING JOIST CD SEE STUD TO RAFTER z ML n F A S T E N E R S P A C I N G IOR STUD TO STUD DETAIL GABLE END TRUSS 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUDO PANEL SPAN < PANEL SPAN <, PANEL SPAN ENDWALL T NNEC PANEL SPAN � ROQUIRED RS � U K 2 FEET C 4 FE ET 6 FEET C 8 FEET 1/2' SPACING-,,, A A ALLOWS � 10-8d •0 HOLDDOWN NAILS 0 J _j REWS 16" 16" 12" 9" INSTALLATION HEADER STUDS ULL LENGTH WA STUDS 5d COOLER NAILS AT 10 O.C. I-- Q 8 " toDOUBLE 31. A A �® NOTE: 2"x4" BLOCK NAILED TO EACH STUD (( CORNER STUD ;EWS 16 16 16" 12" AT HAR114 DWARE o ° UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS ° CONNECTED TO BLOCKING ,BLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN a a TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD ERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. (HDU) AT BOTTOM OF HEADER STUDS IN W ° o NOTE: SIMILAR Co EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. SHALL BE 10d COMMON OR 12d BOX FAILS. o ° CONNECTION AT R UIR WALL STUDS AND AT TOP AND z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE NMLS T 15'ON NT ANCHORS HAVING A MINIMUM ULTIMATE ° ° NAILS AT 6� LL FLOOR BRACING AT END BAYSUPLIFT 10-8d NAILS UTILIZING VIBRATION—RESISTANT SIDE WPLL TYPICAL FRAMING AND Uj 4L CAPACITY OF 490 POUNDS. A END WALL STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ( WFCM FIGURE 3. 7bCONNECTIONS FOR OPENINGS " I i / 8d NAIL AT 4 O.C. SUBFLOOR ENDWALL STUDS WALL STRAPPING SCHEDULE [I:: a FACE OF FOOTING ' CEILING BRACING GABLE ENDWALL HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES 1NAILS BAND JOIST � w 12" MAX. PER RAFTER 6D2 LB RAFTER TO RAFTER (WFCM FIGURE 3. 7a) SIMPSON CS-20-40 INCHES MIN. 6-8d D SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER U) _j NAILS BASED ON B-8d TO STUD CONNECTION ,_,_ SHEAR WALL REQUIREMENTS 2-8d TO PLATES ILIJ IR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD .,� CONNECTION r' TOP PLATE U w Q o PROVIDE RAFTER TO 'LATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD :� ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP O 4-8d TO PLATE • %� DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS ° H/2 BUT NEED . OT ��, H/ BUT NEED NOT REQUIRED RAFTER TAILS ARE NOT EACH END OF 1 -1/4 o PIPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL o o EXC ED 15 FT. AX. EXCEED 40 FT. MAX. STRAPPED TO TOP ~ N 15/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP ;TION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o ° ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (�DU)0WN a ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS U Q SLOPES :TRATION INTO FRAMING IS ACHIEVED, TRANSFER SHEARGABLE ENDWALL, BALLOON FRAMING DOUBLE AR STUD RAFTER AT HWARE CONNECTION HROUGH FIRST FLOOR SHOE. TRANSFER TO FLOOFOUNDATION CLEARANCE FROM PREFERRED METHOD Q o HOLD DOWN ALLNAIL FRAMING "MEMBERS NOT AT PANEL EDGES ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, 3 WINDOW AND DOOR OPENINGS: GYPSUrn BOARD Z 20 GA. STRAP— RIDGE BEAM 1„ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT U) � 14 WIDE MIN. 3.7a & 4.7b) PHD5 24 � � RIDGE TENSION STRAP DETAIL CZ W/(8) 8d NAILS TABLE R301 . 5 NOTES EACH SIDE ° FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N, SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d N( 1 IL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. 0 T A B L E R301 . 5 ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN O.C. � -- EDGES) SECITRON R802.4. FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE t--WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 ■ WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE L 0 A D (AI 0)UTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD ~ REQUIREMENTS. _ p :52 c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE •YPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 '" p s o n Strong — Tie ®" SIZE PER MOST RECENTALTO PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. I ALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP DECKS �— Chimney Framing TABLE R301 . 2. 2. 2. 1 40 _ e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL_I WALLS. PASSENGER VEHICLE GARAGES 50 m ROOF RAFTER RIDGE DETAIL DEAD LOADS PANEL INSTALLED IN j f.H GUARD IN - FILL COMPONENTS (ALL LERTHOS EXCEPT THE � ® HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED � ACCORDANCE WITH NAIL AT TO WITHSTANDD HORIZONTALLY EQUAL TO 1A PLIED ORMAL LO DLOF OAD NEEDATTIC WITHOUT STORAGE 10 �NAILING SCHEDULE \_16d °° SCALE: N.T.S. (TABLE 3.1, WCFM 200'1 r12" 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 m . o ROOF CEILING ROOF CEILING LOAD REQUIREMENT. aDEAD LOAD DEAD LOAD HIGH WIND EDITION,) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 FOR STORAGE PER FOOTNOTE b. SEE SECTION R802,4.2 FOR WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. 0�lI CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1,0 1.2 AT PANEL EDGES AND INSIDE ORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1,1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NO'T CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE`S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET N0. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong— TIe TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS HDU 1. AREAMET: EXTERIOR CORNER FRAMING ORTHE FRAMEDCOPEN NGSIN ACCORDANCE WITHACCESSIBLE BY AULL sECTION 807- DOWN STAIRWAY AY � 2 CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 3 SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 3.2 B WFCM 2001 HIGH WIND EDITION TABLE 3. 1 WFCM HIGH WIND EDITION The design of this structure Is based upon prescriptive approach using the ;';; .` • ,_ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American Forest and Paper Association. Non- Structural lements are based upon the New - NAILING SCHEDULE P y P GENERAL NOTES: York State RESIDENTIAL CODE Januar 2010. ANCHOR BOLT CONNECTION FOUNDATION MAX, ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed In accordance with all state, y _ RESISTING SUPPORTING (INCHES)NOTES 1,2,3,a For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER OF NAILS f` "@ JOINT DESCRIPTION NAIL SPACING t/2" ANCHOR BOLTS 30 sheet no. 1 having Jurisdiction and best standards of construction ', • LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better practice. 4-8d PER RAFTER Wind Limitations-Section R301.2,1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED t. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 Design Criteria-Section R301.2.1,1, (See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2, The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED, g ) discrepancies must be brought to the attention of the Architect 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR Dead Load-Section R301.4 & R 301,2.2.2,1 P 9 CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT' FACTOR Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4, FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3,5 GREATER THAN 262 PLF, LATERAL q except for hidden b conditions. z CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 10 FACE-NAILED 6-8d PER TIE TABLE 3.10 WFCM 2001 HIGH WIND EDITION Ceiling Height-Section 6305 Contractor shall guarantee to the Owner that all materials and o COLLAR TIE TO RAFTER ( � Sanitation-Secs equipment R306 incorporated in the work will be new, and that all work BLOCKING TO RAFTER 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Both and Shower Space-Section R307 will be of good quality, free from faults and defects for a period TOE-NAILED TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy, - Garages and Carports-Section R309 4, The Architect shall not be responsible for the construction means, ri OR PANEL SIDING FOR 8d COMMON NAILS Emergency. Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING " Exit-Section R311 precautions and programs in connection with the work, and he (SEE NOTE 1) INCHES D.C.) Landing-Section R311.5.4 . hall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-NAILED 2-16d SEE NOTE 1) PER FOOT 4' PERIMETER 10 E Ramps-Section R311.6 he work In accordance with the construction documents. The 4-16d JOINTS - EACH SIDE EDGE ZONE F Stairway-Section R311.5 'Archtj'ect shall not be responsible for the acts or omission by w TOP PLATE AT INTERSECTION FACE-NAILED E 6 Han drall-Section R311.5.6 the contractor No changes shall be made in the documents STUD TO STUD FACE-NAILED 2-16d 24' O.C. INTERIOR ZONE 16 F Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R313 consent of the Architect, HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES GABLE ENDWALL RAKE AND RAKE TRUSS E a NOTE 4 Foom plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous F Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 Compensation, etc.) and general liability In an mount not V) 3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 less than S 5 million and automobile liability and damage O M 4-16d PER 2X8 STUD 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, coverage not less than 2 million. The Architect shall be vt 2-16d SEE NOTE 1,2 PER FOOT Protection Against Decay-Section R319 > � FACE-NAILED ( ) 2. TABULATED 12" O,C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING named insured on any and all policies, w � MEMBERS NTH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous 0� co TO 6 INCHES 0. C. Site Address-Section R321 Insulation at all perimeter sills. FLOOR FRAMING " 3. TABULATED 6 O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 7, All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 or pressure creosoted. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 2-Sd 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END MEMBERS WITH G>0.49, FOR FRAMING MEMBERS NTH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED in each bedroom, on all floors and shall be all interconnected per code. 3-16d TO 3 INCHES 0. C. Founda ion-Chapter 4 9, All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK at 30 used upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. EACH JOIST at 3000 pounds LEDGER STRIP TO BEAM FACE-NAILED 3-16d TABLE 3.10 WFCM 2001 HIGH WIND EDITION per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor THREE SECOND OUST found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. 0 JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST WIND 11WED(MP") 85 90 100 110 120 130 140 150 or test hole, for alternative footing and foundation wall design. 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST E F E F E F E F E F E F E F E F regulation of N.Y.B,F.U. and a N.Y.B.F,U, certificate Is BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the completion of the job. I _ W 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See Chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes 0 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) SPACING OR 10 D BOX NAILS (INCHES O.C.) and the sewage disposal system to meet Health Department standards. Ld ROOF SHEATHING ( N0 1) (INCHES OC) 8 poured concrete foundation wall, 8 -0 high. 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n UJ N 12 6 121611216 12 12 12 12 2 2 Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York 8d (SEE TABLE 3.10) INTERIOR 16 6 12 s 12 6 12 11216 1 6 1 6 12 6 1 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS ZONE 19.2 12 12 11216 1 6 1 6 12 121 24 ' ' 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior door to have Insulated cores. 0 DIAGONAL BOARD SHEATING PERIMETER 12 s 12 s 12 s 12 s 6 ' s '6 6 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as Indicated on these plans exceeds Z EDGE 1 , Z 1 , Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Q 2-8d PER SUPPORT 19.2 1"X6" OR 1"X8" ZONE 24 12 + + + 30"x30"x12" deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and 3-8d PER SUPPORT OABI.E HNOWALL RARE OR RAKE TRUSS w OOKWT BLOCK s 6 6 s s s s 6 4 4 - - - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for 0 1"X10" OR WIDER GABLE ENowALL RARE OR RAKE TRUSS W/O RAKE OVERHANG 6 s s s s s 6 6 s 6 6' s' 6' 6' s' s' 48" minimum buried de th which they made is executed or not. They may not be used Q Deck and porch flootings as noted, 3000# test, p CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. 5d COOLERS 1" EDGE " SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade 17. Architect hos not been retained for site supervision, on-site / 10FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS Inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be Carried down to undisturbed Boll contractor or local building department. WALL SHEATHING SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing I X 5 OR 1 X B SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 2 2 Pour no concrete on frozen ground or in freezing water. O STRUCTURAL PANELS 8d (SEE TABLE 3,10) I X 10 OR LARGER SHEATHING 12 - 19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 31 31 3 Provide 3 1/2' steel lolly columns. Backflll shall not be placed against the wall until the wall has sufficient _ FIREBOARD PANELS E- NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS 6d 3" EDGE 6" FIELD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to prevent damage by the backfill (Section R404.1.7.) _ 7/16" / 1, FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS » 8d 3" EDGE / 6" FIELD 2. TA13ULATEDDE OF F12E O.C. NAIL SHE 4 PACING RASSU ES IMETER SHEATiNGCATTACHED HMENT REQUIREMENTS TFRAM NG MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION, FOLLOW PRODUCT SELECTION GUIDE AND Z 25 32 G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502,12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Sd COOLERS 1" EDGE / 10 FIELD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 FOR COMMON NAIL Z n HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B FloorANCHOR BOLTS IN FOUNDATION USE: LL� Construction: - 8d (SEE TABLE 3,11) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4 plywood subfloor, fasten per Table 3.1 WFCM. SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie PARTICLEBOARD PANEL WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING U210 2X6 UJ U7 DIAGONAL BOARD SHEATING Fasten per Table 3.1 WFCM. I� 2-2x6 ACQ sill with termite shield and sill seal, SIU_ PLATE TO RIM JOIST USE: Q 1"X6" OR 1"X8" 2-8d Pt.R SUPPORT LOADS EXPOSURE C „ AT EACH RAFTER Finish floors per agreement. LTF 4 16 O.C. AT EXTERIOR PERIMETER 3-8d FIR SUPPORT SHEATHING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING ANDGARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" u 1"X10" OR WIDER Wall construction - WFCM Prescriptive Method. USI: (4)-8d NAILS AT EACH END FLOOR SHEATHINGSEE NOTE OR PANEL SIDING FOR 8d COMMON NAILS Wallfroming and finishing shall be nailed and or screwed in accordance with INCHES O.C. (SEE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3,38,sections 3.2.2.1, 3,2.2.2, 3,2.2.3, 3.2,1.7 GARAGE STUD GARAGE SILL PLATE USE: NOTE: STRUCTURAL PANELS 4" EDGE ZONE 16 E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. 8d 6" EDGE 12" FIELD F 12 SEE NOTE 27- Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS / E 6 Vinyl vented soffits. 10d 6" EDGE / 6" FIELD INTERIOR ZONE 16 F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5 LAG GREATER THAN 1" T ek housewra » �^' p' MTS 36 16 O.C. �� 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM, USS 4� BOLTS AT 16 ON CENTER DIAGONAL BOARD SHEATING � ( )-8d NAILS AT EACH END 2-8d PER SUPPORT (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 2x4x Studs ® 16 o.c, with 2x4 shoe and double 2x4 plate " FLOOR TO FLOOR CONNECTION USE: 1"x6" OR 1"X8" WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2 Gypsum wall board MSTA 36 16" O.C, 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECOND GUST 5/8�"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END WINO SPEED(MPH) 85 90 100 110 120 130 140 150 1/2 MR GWB in wet areas Simpson Strong-Tie 0 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS EMU AL SHEATr" At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: p NAILED 3" ON-CENTER AT THE PANEL EDGE E F E I F I E I F I E I F I E I F I E I F I E F E F of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 I- N TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST z LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES 0•C.) Follow exterior corner framing detail figure R602,10.5 H7,J_ACH ROOF RAFTER 4-1104 x 1 1/2" U SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 6 12 6 12 6 1216 1121612 12 2 16 6 12 6 1 6 6 12 112 6 12 6 12 6 t Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST 2 6 12 6 12 6 12 6 12 6 1 6 1 6 1 6 12 6 12 R905.6) z PERIMETER EDGE , ZONE 4 12 12 6 12 i 2 s 12 s 1 ' 6 DECK POST TO GIRDER CONNECTION USE: Underlayment application (Section R905.2.7.)nailing see table 3.8 Q Li SIMPSON For roof slopes of two (2) units vertical In twelve (12) units horizontal (17- PC44 FOR EACH POST J_ SIMPSON H-8 USE W/ONLY /" ANCHOR BOLT 14" BOARD SHEATHING OR LAP SIDING percent slope), ( ) PGIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER ( ) ( ) ( p p ) MTS12 0 EACH JOIST 4- 8D TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four 4 units vertical twelve 12 units horizontal 33 -percent sloe , 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underlayment •`.� U210 2X6 (EVERY STUD) STUD TO SI SEE NOTE 1) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: 'p` AT EACH DECK/PORCH JOIST ATTACH T (SEE ANCHOR SCHEDULE, I X I OR I x a SHEATH 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of P�,720 (ALIGN WITH JOIST BELOW) ON DWGS A-3,1 AND A-3.2) I x tO OR LARGER SHEATHING 12 - 24 3 3 313 3 31 ,31 3 3 3 3 3 3 3 3 3 underloyment felt layers with and starting at the eaves , fastened sufficiently to E- NAIL SPACING AT PANEL EGDE (IN) ( ) hold in place. PORCH POST TO GIRDER USE: PS720 SIMPSON c' L FIELD SI HDU 1 FOR NAIWALL ACING SHEAT WITH 4IATETSU ORTTHE INN RE THPHEE4 FEE EDGE ZONE ATTACHMENT Starting at the cave , apply 36- Inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDER USE: ti REQUIREMENTS SHALL BE USED. overlapping H�..SA AT EACH ROOF RAFTER , (14) SDS Ya„ X 3" WOOD SCREWS 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS NTH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" V 7' MIN EMBEDMENT G>0,49• FOR FRAMING MEMBERS WITH 0.42<G<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O,C. For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER N (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED 'D ,. " FOR COMMON NAIL Ice Protfction (Section R905.2.7.1) ! gyp s•° °.•. '� I/ A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Underloyment In High wind (Section R905.2.7.2) CONNECTIONS (MINIMUM DOUBLE STUD) ,. iNG - TIE Flashing -- SIMSON STIH,t�. g (Section R905.2.8) STU Y2 BEARING PLATE °�A �•►'!° ' ° ' 1 1 4" COIL STRAP - 16" O.C. Chimney and firespaces - Chapter 10 !. o �°•° cQ!a:e° ,' I a „ - Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN, USE 4-8D NAILS @ EACH STUD Mechanical - Chapter 12 FOR HEADER OR ° ° .•a !° ,° •e Q• �� °Q 4, , ° " ' General Mechanical System - Chapter 13 ° s I �•. D a'o a �••,� Heoitng and cooling equiprnent - Chapter 14 BEAM ° • ► eD ► AD eD ►a sd ' s 4 A ► ► D .'Q° °t• ° ,• 4 ,• °a , ° , D Duct uSystem -st Sustem Chapter 16- Chapter 15 V '• ` �� ' A. °' ^�°" O,! e DOUBLE TOP PLATE MTS3C Combustion Air - Chapter 17 (- ROOF RAFTERS Simpson Strong-Tie e D ►' D ► D .�o DD. o e AC4 ' Ir Chimneys and Vents - Chapter 18 AT EACH POST o • ° 4 •• '�° I" SSP Plumbing - Part VII JC • ►' i SEE PLAN a "� C 1 Cn a 1 3/4" IMUM ° a. H °' ° e I� M EDGE DISTANCE 44 D H L ADDER a•! e LST1.A21 Simpson Strong-Tie U FLOOR TO FLOOR ° I<IN1G STUDS CS20 1%" COILED Y2" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 Jf',C;K STUDS OVERLAP AT EACHCOO SIMPSON STRONG - TIE STUD C a I! m 1 1/4 it COIL STRAP - 0 2"MINIMUM CNW NUT COUPLER �{ o 10 16" 0.C. USE 4-8D SIDECOVER �1� o , NAILS AT EACH STUD I ? MIN EDGE MIN OVERLAP IS 12" JACK 0 SIL DISTANCE* ��, a SIMPSON STRONG-TIE RT2.5 HS OR 1 1 4 COIL •:: / " STHD8 ' �aa°`d ..¢A�,�=, '•• :?.Q° :�;'• MIN EDGE SHEET N0. ••:�;. r• 10 DISTANCE* STOCK FLOOR TO FLOOR Simpson Strong-Tie le AT EACH ROOF STRAPPING FOR AB *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE TYPICAL ST AI CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST ANDSTUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION ' � CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION COMPONENT e* € X [Ec'uv[E MATCH RIDGE BEAMSJUN 2 1 2018 ARCHITECT 12- BU-73,T)MG Drm. TT07,174a ?TJnT�►LD 9 REVISIONS D E S C R I P T ION 6/2/14 OUTSIDE CELLAR STAIR 12 4/26/18 AS BUILT 1"X2" TRIM ON 1"X8- RAKE =9 TYPICAL ASPHALT SHINGLE ROOFING 1"X8" RAKE FRIEZE — TYPICAL FYPON BRACKETS 12 — i - 8'_0" PLATE HEIGHT / 8'-0" PLATE HEIGHT 6 -8"" T. . WINDOWS WINDO 6"-8"" T.O. WINDOWS "- - - co b Q co ILCEDAR PERFECTION SHINGLES I 8" RAKE BIDS (TYP) CEDAR PERFECTION SHINGLES \ CEDAR PERFECTION SHINDIES T.O. SECOND FLOOR T.O. SECOND FLOOR HIfJGLE R00 ASPHALT SIN — ASPHAI T_SHINGI F ROOFIIIC a — — — 9'-0" PLATE HEIGHT — 9'-0" PLATE HEIGHT 7'-0" T.O. WINDOWS 7_0"" T.O. WINDOWS a 5/4"x4" WINDOW 5/4"x4" WNDOW & DOOR U SURROUNDS b & DOOR SURROUNDS n (TYPICAL) Li I - ui T.O. FIRST FLOOR JIL T.O. O. FIRST FLOOR CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES W C) I GRADE V J O E F R 0 N T E L E V A T 1 0 N Q W ' 1 SCALE: 1 /4" = 1'-0" � W � z UJ u I . Q � _12_ ASPHALT SHINGLE ROOFING 10 2032 ASPHALT SHINGLE ROOFING 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT 6'-B" T.O. WINDOWS 6'-8" T.O. WINDOWS I e o CEDAR PERFEGION SHINGLES Mro0 Charles M . Thomas I co LL� Lj m M a r c h i t e c t O. SECOND FLOOR PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 T. T._0. SECO_ND FLOOR 9'-0" PLATE HEIGHT _ _ _ ✓ 9'_0" PLATE HEIGHT PROJECT 7'-0" T.O. WINDOWS �. El - 7'-0" T.O. WINDOWS 0 o w ELEVATIONS T.O. FIRST FLOOR T.O. FIRST FLOOR - - - CEDAR PERFECTION SHINr,LES P�i 5/4"x4" WINDOW DATE: & DOOR SURROUNDS 11/14/13 PROJECT No. (TYPICAL) P:RAC)E DRAWING BY. F.SOLIS CHK BY. DWG No. E REAR ELEVATION 2 SCALE: 1/4" = 1'-0" 1 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, INI WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. V-10"- M 0 R20'-0" 51'-0" 9 it 10'-0" 10'-0" 6'-6" 12'-3" 10'-9" 6'-2" ®I ARCHITECT 36" HIGH RAIL PER NYS CODE A 27.-0" REVISIONS D E S C R I P T 1 0 N I 6/2/14 OUTSIDE CELLAR STAIR I 4/26/18 AS BUILT N :0 20'-6" M A S O N R Y (3) 2X12 GIRDER D E C K Simpson Strong—Tie HDU TYPICAL TRHOUGHOUT I 1ST & 2ND FLOOR �o ,50 7 Sw S C R E E N E D I ~: P O R C H im3soi Strong-Tie p N D ( R ER HOLD DOWN) CORNER BRACING DETAIL N ® 2052 Fwc os„ 2052 2432-2 20 ,o � 3-2"x12" HDR SCALE: N.T.S. I 3-2"02" HDR -2"x12' HDR ( a 26' 6" 4'-0" S E A T � O 9. T-0" _ W B ATH o co 125 CFM EXHAUST w I N o Lli 20' 0" OHO o � in �6`� FAN TO EXTERIOR o3 _ C4 U O w N N Simpson Strong Tie W KITCHEN I ® ® �s� = o N HDU CORNER HOLD DOW 3052 w 0 r�i U TYPICAL, SEE DETAI 3052 FWG 0611 EGRESS - EGRESS O _ _ _ - SMOKE O o � ® (312' ML GIRDER FLUSHDETECTOR �� N in 3 2"x12" HDR in p M p = �3T30 O 19'-6" I NOOK _ 1 S L A N D O 08AA0 O 10 N S N .I 3 XONOM O - - - - _ - - _ — fl to to 03r3� MUD ROOM = I ti o W = I =� 5'-0' BENCH CL ET WW Ln N N °i r. ER POINT OAD CLOSET W/CUBBIE W") M OUNDATION LAN -4" — s'-a" 2'-0" I w _'z I — — 2 _0" 0 7'_0" a I II o 00 FAM I LY ' 0 4, 2._D.. � � o � Q N N 0) R 0 0 M (0 REF. N I W p- o 0 _ �� vwi= O = (� ' ® z I—CD cD z J _ OS DETECTOR SMOKEI M a = _ (3)12" M DER FLUSH D 6' '-0" T W BUILT IN I M U SMOKE r a I 01 O O DETECTOR �O I NI I I 3'-6" o CARBOETEN rl6 D MDE W N O MCTOR W N _ J W 12 X 45 STEEL BEAM x i w M N ip (3) 2" ML GIRDER FLUSH _ I -0" 9'-6" 5'-0"co I 0 M I (3)14" ML HEADER I _ 4 C A R l in o 6'-0" = I N I N GARAGE owo< = o `° OPEN TO I o J o OPENING I ABOVE _ .� > N= � _ ul N = N R 0 0 M 4 POURED CONCRETE SLAB I- (D z in N x �Fcs) DSMOKEETECTOR OVER 6 MIL. POLYETHLENE I =\� ®0) o VAPOR BARRIER ON WELL I 00 M 1° COMPACTED POROUS FILL I '� o I I � 0) � I UP' cn 1� a" TJI JOISTS 350 S IES ® 16" OC. A 77 z W 12 X 45 STEEL BEAM 0 o FOYER = o I 0 LIVING Mo I I � o � _ N cn N T R 0 0 M � 6.. 12'-0" 14'-2" 1 HR. RATED SMOKE ® 5/8" TYPE X SHEETROCK OS DETECTOR >� WALLS & CEILING I z Oho I 3-2"x12" HDR I N F O p 5 Lu 1 n 3-2"x12" HDR O J J 6 3052-2 _ EGRESS I ~O Z O Simpson Strom-Tie I =V,'Lf) 00 ./ � = r_ _ �,o I HDU (CORNER HOLD D WN) TM 0 N x 19'-6" X P 0 R C H "p 4" DIA STEEL COL EACH SIDE OF STL BEAM 'x® 1110 TYPICAL T 0 _ N 3-2"x12" HDR — — — W12 X 45 STEEL BEAM _ (3) 2X10 GIR ER 305!-4 EGRESS cr Si pson Strong-Tie H DU (CORNER HOLD DOWN) X Oj wN1i I Charles M . Thomas of W M N V) Z = o a r c h i t e c t 6 0 = PO BOX 817 JAMESPORT, NY 11947 /(6311 727-7993 o 'ow I O \ / _ =;M I I 00 n I M � PROJECT co I 3-2"x12" HDR 3-2"x12" HDR 3-2"x12" HDR i JE 3 2 352 352 EG ESS EGRESS EGRESS 10'-3" 10'-3" 6'-0" 13'-5" 7'-1" 5'-3" 6'-9" 6'-9" 5'-3" son Strong-Tie HDUp(CORNER HOD DOWN) FIRST FLOOR PLAN TYPICAL, SEE DETAIL 20'-6" 26'-6" 24'-0" 71'-O" DATE: 11/14/13 PROJECT No. 3 DRAWING BY. F.SOLIS 7 F I R S T F L 0 0 R P L A N CHK BY. DWG No. SCALE: 1/4" = 1'-0" [A]-FO-0--21 40 0 2 O 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 71'-0" 20'-0" 27'-6" 23'-6" w See Sl kA C,h cej � �► �m� 10'-3" 9'-9" 5'-3" 14'-8" 7'-7" 16'-4" 7,-2„ ARCHITECT x x 36" HIGH RAIL REVISIONS D E S C R I PT ION PER NYS CODE 6/2/14 OUTSIDE CELLAR STAIR FRAME REVERSE THRU 4/26/18 AS BUILT LAYOVER MAIN ROOF BALCONY 3 SINGLE PLY RUBBER ROOFING 7 OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 016"O.C. 3040-2 PITCH ROOF FRONI RESIDENCE y 246 EGRESS 3-2"02" H R 3-2"x 12" HDR — — — — — — — — — — — — — — w 5'-0" 14'-2" ao � a 10 A T H 2"x1 0" CLG. JOIST to =Z 1 Z5 CFM EXHAUS ® 16" OC. R-38 INSUL. ' AN TO EXT R imps n Strong-Tie EO 1 Simpson Strong-Tie HDU (CORNER HOLD DOWN) T PICAL, SEE DETAIL EGRESS FWG 6068 EGRESS H U CORNER HOLD DOWN) 304 - SHOWER B E D R 0 0 EG ES 3-2"x12" HDR LAUNDRY < 0 2 ` 3-2"x12" HDR a W r -0" 4'-0" 13'-4" � a 19'-6" I N O tj \ W w 0Z o M p SMOKE I 0 - „ -�, S —DETECTOR � SHOWER ei W I. � 5'-0 I CLOSET N • W W M N I "0\ 0 iv �' I I ? L\ a P Q68 W.1. �6 G 'I CLOSET s� co Pio ' A T H a o Z N061 - - - / , M EXHAUST �, J B E D R O O M a 1- \ �� F 0 EXTERIOR U '� I O Ln Z O O O A S T E R �° -4., a ' BEDROOM " ' " � 0 SMOKE 10 " DETECTOR O O Of_DETECTOR ' ® OS -SMOKE SMOKE X "a S 'F-DETECTOR CN co \ ' 0a4� 0IPO Ln6 cn to ` w3'-3" rd Nti ML L I N E N- w4�-9" iv �_ 12" ML RIDGE W o 66� aco a W Li.4- N -7 rrGI`Trr I—L PER NYS CODE 4'-0" n I cV (D M ." !v� W to in M W N ' BATHco M JP/ W \ 5 CFM EXHAUST �S o J010FIN TO EXTERIOR Sig 2"X10'" CLG. JOIST = En of 7'-9" 4'-0" `� 7'- 0 16" OC. R-38 INSUL. x SMOKE C7 t7 O M / 04 SS(Q O__SMOKEDETECO CI w W�f1 M CID 7'-S" ``L1 Y -LO OPEN TO io BELOW F. a 0 Z B E D R O O M �� \ O—DETECTOR 10 W.I. / 6� W.I o I— � 3 a �� D R 0 M �, CLOSET �6� ti`° CLO T �, o Z � w i �� ,0 \ U SMOKE ul �� \ r (V J ' 0 0 O DETECTOR O V X_ qP r. O O a X U \ " 0 3'-3" 13'-4" w\�. SEAT (V ® GL oa W.I./ \F _ Lq o = CL � W t° �} NM" N � ' /.-1 25 C 3 OIXH4# T o 12'-0" \ 14'-2" R \ M IMOD LL x I O O � 3-2"x12" HDR 3-2"x12" HDR M 3 h�e 244 -2 2'X10' C G. OIS o I E 0 t6-2 I SSS iv 2 SMOKE DEMC: r O a I ° FREESTANDING Oj I I 0 12'-6" TUB I I I I t,6� BED O O M I c00 L - - I LL-1-7T*Vx - - J I FLAT ROOF I I a — — — —� BELOW I Ld to 304-66-2 E RESS I I = J I I N (A tD a 6 I I N I N W to 0 M " I cV t0 x W I N N M � L_ JI M W io 3"-6" I a 0 I 2"X10" G. JOIST io ® 16" OC. -38 INSUL. I I o0 CD „ I I Charles M . Thomas L - - 3-2"x1 " HER - - I I a r c h i t e c t — — — — PO BOX 817 JAMESPORT, NY 11947 (631) 127-7993 30415-2 EGRESS 3 Simpson Strong-Tie 7 HDU (CORNER HOLD DOWN) PROJECT 6'-9" 6'-9" 3'-6" 6'-0" 13'-5" 7'-1" 3'-6" 8'-6" 8'-6" 3'-6" 20'-6" 26'-6" 24'-0" 71'-0" SECOND FLOOR PLAN _ SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" DATE: 11/14/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. [N-FO-0-31-0 3OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ' C,a, ARCHITECT REVISIONS D E S C R I P T ION 6/2/14 OUTSIDE CELLAR STAIR / 12 \\ g+— 4/26/18 AS BUILT ADJUST PITCH TO MATCH GAMBREL RIDGE ASPHALT SHINGLE ROOFING I _ I ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING I I I _ CEDAR PERFECTION SHINGLES I T— 8'-0" PLATE HEIGHT ---------------- 6'-8" T.O. WINDOWS I I — — — I I I I I ro I I T.O. SECOND FLOOR 9'-0" PLATE HEIGHT _ _ 9'-0" PLATE HEIGHT 7'- T.O. wlNDows El El w 7'-0" T.O. WINDOWS 0 CD cm Z I I 7111 LiW W T.O. FIRST FLOG_ T.O. FIRST FLOOR CEDAR PERFECTION SHINGLES O❑O��❑ (n �� \ O E R I G H T S I D E E L E V A T 1 0 N 3 SCALE: 1/4" = 1'-0" O w rr —12— ASPHALT SHINGLE ROOFING 10 2032 ASPHALT SHINGLE ROOFING 8'-0" PLATE HEIGHT — 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS TLTY6'-8" T.O. WINDOWS Charles M . Thomas CEDAR PERFECTION SHINGLES a r c h i t e c t I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT T.O. SECOND FLOOR T.O. SECOND FLOOR 9'-0" PLATE HEIGHT 9'-0" PLATE HEIGHT 7'-0" T.O. WINDOWS ❑ ❑ ❑ ❑ 7'-0" T.O. WINDOWS SIDE ELEVATIONS CP ILJ I I IL h ❑ — ---- DATE: 11/14/13 T.O. FIRST FLOOR T.O. FIRST FLOOR -- — — CEDAR PERFECTION SHINGLES _ _ — PROJECT No. 5/'4"x4" WINDOW DRAWING BY. F.SOLIS & DOOR SURROUNDS CHK BY. (TYPICAL) G AOE DWG No. �- 004- 00 E L E F T S I D E E L E V A T 1 0 N 4OF7 4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 5 20'-0" 1'-0" , 3 '411 ' 1:q?� 4 6' N r+ C111 t q T T o - - - - - - - - - - - - - - - - - - - - - - - - - - - " ,��9``�„"-� '.1 ARCHITECT s' r —71J w 0- V) - - - - - - - - - - - - - - - - - - -- - - - 20'-6" uj z 8" I— 25'-8" o0Z I I REVISIONS D E S C R I P T I O N _ I I MASONRY DECK CONSTRUCTION t ~w m 8" POURED CONCRETE FOUNDATION CL I I WALL ON 8"X116" POURED CONCRETE I I 6/2/14 OUTSIDE CELLAR STAIR 6 N z o I I FOOTING (TYP) I I '- 23'-6" 4/26/18 AS BUILT 4" POURED CONCRETE SLAB OVER 6 MIL. — — — — — I POLYETHLENIE VAPOR BARRIER ON WELL — — — — — — — — — — — — — — — — — — — — — — — — — — — COMPACTED POROUS FILL I 5'-0" — IIL_ 4 - - - - - - - - - - - - - - - - - - - - - I I I I I MASONRY DECK CONSTRUCTION 191111 co 8" POURED CONCRETE FOUNDATION ALL ON 8"X16" POURED CONCRETE I I I &101 7FOOTING (TYP) III I4" URED CONCRETE SLAB OVER 6 MIL. I I S PS TO GRA E m 11 L THLENE VAPOR BARRIER ON WELL 1j I 1 COUJ MPA TED POROUS FILL - - - - I O 4_1 — rowaIIIlo" 2s'-5" 22'-1 h I io 0 III I I = I I I 3,_p" 0- = m ul ul IIII 1 I II II CIE L L A R I � — cnZo Of I I z I I 9'-0" WALLS DOUBLE UP JOIST UNDER KITCHEN 1 c� o '10" "FOUNDATION WALL = o N Z ISLAND AND ALL AREAS WITH TILE x L y C — L - - - - - - - - - - - - - 1- - - - J N F � �I = Q — � � �oJ X20 P.C. FOOTING N F I -I CELL p1 R FIN. FLOOR. o W ci a NALLS0 N= (2 BARS CONTINUOUS `n`to z 10" P.C. FOUNDATION'WALL o_ J M _ � 4" POURED CONCRETE SLAB I I I I oI 74 r OVER 6 MIL. POLYETHLENE rn = _,ot ®rn ON 10"X20" P.C. F1007ING 1 TRANSFERED POINT LOAD M -M I 00 2 BARS CONTINUOUS `� VAPOR BARRIER ON WELL U�fr i ( ) #5 FROM FIRST FLOOR M w 1 COM CTED POROUS FILL J 0 3 1 2" STANDARD STEEL PIPE COLUMN N I 4 POURED CONCRETE SLAB / LO 1 ON A 30"X30"X15" DEEP 1 0l �� OVER 6 MIL. POLYE1fHLENE 23'-2 iMI I N z F x POURED CONCRETE FOOTING. (TYP) �- o t m VAPOR BARRIER ONI WELL F__ — Ow< -1 �_j COMPACTED POROU'S FILL - - - - - - - - - - - - - - - - - - —I - �' Frow w \O 8" T.C. FLUE I 19'-5" " N 1 M 12'-5" 7'-2" 7'-2" 'co ,M ®a M 00 I r F 12" DEEP r- = PROVIDE 5/8- TYPE "X" GYP. BD. 3-1 3/4" X 11 7/8" r r7 P.C. DOTING� �1 / / / I `� ON CEILING ABOVE FURNACE FOR I MICROLAM GIRDER _ _ BELOW I I B 0 I L E R AT LEASTPER N.Y.S. ALLCODSIDES AS ff - - - - {--- _ 1_ I=-� I - — =CKET Q Z ` J LT� L- — J (TYPICBEAAL �OEA H 3 m O I w I M in I I I 3?IOM2 1 i7 I I GIRDER INTERSECTIO ) O J 0 I W 1 90T33LL T300 5'-5" 7'-0" 1 14'-4' 3 1/2" STANDARD STEEL PIPE COLUMN 3-1 3/4" x 11 7/8"r I n I o w o I zw0 L_ — � ON A 30"X30"X15" DEEP ML. GIRDER I �� ASH DUMP POURED CONCRETE FOOTING. (TYP) - — LUSH INTO FLOOR JS = -1 J —_ — I I o o I I (n - - � � — - - FRESH AIR INTAKE i' L J I _ — —�—I J of i� WALLS UABOVE NE ,OF J J 1— __IF_ M (TYPICAL) I I O Q I II 1 1 I 9'-8 " 9'-8�„ III ei 3-1 M/4" IX 11R /8" LL G RDE L `0 FLUSH INT�LOOR 131 �— "' I I - - f —1 — — �� C/, I 3-5 o I I Q 3-1 3/4" X 11 7/8" -1 I � `° .. N I o J o 117/8" TJI JOISTS MICROLAM GIRDER L — J L -� w a > — — 35o SERIES I I 4" POURED CONCRETE SLAB Q �, CELLAR x w _ _ ® 16" OC. I OVER 6 MIL. POLYETHLENE z w o I I I 'r' 0 1 R-19 INSULATION I VAPOR BARRIER ON WELL 0 I °' fi _ I COMPACTED POROUS FILL w oK 1� rr 9'-0" WALLS �J�z 10" P.C. FOUNDATION WALL �� x V UP I I o~O �, o I ON 10"X20" P.C. FOOTING o '`o r1 — 16R L =-� o 01 I (2) #5 BARS CONTINUOUS i .= i `" 1 4" POURED CONCRETE SLAB 1 x m 8'-8" 3'-9" 0 14'-4" 10ry " I o OVER 6 MIL. POLYETHLENEBEAM POCKET O VAPOR BARRIER ON WELL �M w x I I I I I (TYPICAL EACH 117/e' TJI JOISTS = COMPACTED POROUS FILL GIRDER INTERSECTION) 350 SERIES J ALL GIRDERS SHALL BE SHIM ED I ® 16" OC. I M ( J AS REQUIRED IN BEAM POCKETS R-19 INSULATION I I � o I Y< 1 I WITH STEEL SHIMS (T' P) - - - - - - - - - - - - M— J — — — — — — — — — — m FZ LLjjO J O 10' 117/8" TJI JOISTS I _ _ _ _ _ _ _ _ I SLAB TO SLOPE Q " H(n M 1 3020 DN. 4 TO DOORS 0 w 0 350 SERIES r 3 I R-19 INSULC.ATION o I I 8" POURED CONCRETENSTRUCTION FOUNDATION I I I 0 O ( I a, 1 I I WALL ON 8"X16" POURED CONCRETE I I o U-0~ co 1 I FOOTING (TYP) I a' 1 I I 0~0 4" POURED CONCRETE SLAB OVER 6 MIL. co Of POLYETHLENE VAPOR BARRIER ON WELL 1 — — — — — — — COMPACTED POROUS FILL 1 oihco - - - - 3020 - - - - - - - - - - - I I I - - - - - - - - 12'-7" I 7_4I o I Q 0 I-VgI I 3m� 0-jo I Charles M . Thomas F U- <I.- I I a r c h i t e c t 1 I I o o I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 10 o II 22'-4" 10� PROJECT I I I L - - - - - - - - - - - - - - - - - - - J = 00 3 7 20'-6" 26'-6" 24'-0" FOUNDATION PLAN 71'-0" DATE: 11/14/13 F 0 U N D A T 1 0 N P L A N PROJECT No. SCALE: 1/4 1 -0 DRAWING BY. F.SOLIS = CHK BY. DWG No. 0- 005 - 070 5OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f� REVISIONS D E S C R I PT I ON 12" ML RIDGE TYPICAL ROOF C NS RUC ON 6/2/14 OUTSIDE CELLAR STAIR ASPH LT S INGLE ROOFING 12 4/26/18 AS BUILT 9 OVER 15f ROOF FELT ON 1/2" COX PLYW D SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. TYPICAL CEILING CONSTRUCTION A T T I C 2" X 10" CEILING JOISTS 0 16. O.C. '/ I (2) 14" ML BEAM I \ W/R-38 BATT. INSULATION / (TYPICAL) \ x) 8'-0" PLATE HEIGHT_ u ' / \ / TER \ 32 FLAT ROOF C SNO TRUCTION TYPICAL FLOOR CONSTRUCTION M A T H " w \ \ SINGLE PLY RUBBER ROOFING 3 \ OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD 11 7/8 TJI FLOOR JOISTS 0 16"O.C. / / 0 °D o \ \ SHEATHING. 2"X10" ROOF RAFTERS 0 16"O.C. W/3/4• PLYWOOD SUBFLOOR / �1 \ PITCH ROOF FROM RESIDENCE 10 m / A T T I C\ �l T.O. SECOND FLOOR 9'-O" PLATE HEIGHT (3) 2X10 GIRDER TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X 0I PCM6616 PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. o R-15 INSULATION L I V I N G x R 0 0 M o TYPICAL FLOOR CONSTRUCTION OPEN TO FAMILY ROOM CD 11 7/8 TJ FLOOR JOISTS 0 16-O.C. W/3/4" PLYWOOD SUBFL W/MIN. R-19 BATT. INSULATION T.O. FIRST FLOOR Ma11 11 � � -111-111-0=111—1 I_I I— a a a Q s-, 3/4" X „ 7/8" — I —III—�IImI—�IrII—�l� MICROLAM GIRDER 4" POURED CONCR — I—Ir^^`I�r` ISI GRADE FIRE STP PER 4 MILL VAPOR BARRIE — Y'^ CROSS BRIDGING IN LL FLR. SPANS NYS COD (TYP) — =I I —I I II—_I I —I I w AT INTERVALS NOT TOE ED 8'-0" O.C. —I I I—I I I—I 1(— BRIDGING TO BE 1"X3" SOLID OD OR METAL —I I I—I I —I I I MAIN HOUSE FOUNDATION WALL. I I= Q 10" P.C. FOUNDATION WALL Q E L L A R oI= W/(2) #5 BARS TOP & BOTTOM I — — — — — — — — — — ON 10"x20" P.C. FOOTING °i — — — — — — — — — — — ° 8" POURED CONCRETE FOUNDATION V 1 W/(2) #5 BARS CONTINUOUS (2) #5 BARS CONTINUOUS WALL ON 8"X16" POURED 2"x6" ACID SILL PLATE CONCRETE FOOTING TERMITE SHIELD W/2# 4 BARS TOP & BOTTOM 1/2" DIA. ANCHOR BOLTS 4" POURED CONCRETE AB O W 030"-0" O.C. 4 MILL VAPOR BAR IER LIQUID MEMBRANE WATERPROOFING COVE a 12" ML RIDGE OVER FOOTING (TYP) 3 1'/2" STANDARD STEEL PIPE COLUMN (2) #5 BARS CONTINUOUS ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) TYPICAL ROOF CONSTRUC(TION12 O ASPHALT SHINGLE ROOFING ' 9+- OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. ADJUST PITCH C R O S S S E C T I O N 1 2"X10" ROOF RAFTERS 0 16" O.C. TO MATCH GAMBREL RIDGE 2x6 COLLAR TIES TYPICAL 0 32" O.C. ASPHALT SHINGLE ROOFING SCALE: 1/4" = 1'-0" OVER 151 ROOF FELT ON 1/2" CIA PLYWOOD SHEATHING, 2"X10" ROOF RAFTERS 0 16" 0. A T T I CQ T I c TYPICAL CEILING CONSTRU TION 2" x 10• I.C. W/R-33 BATT. INSULATION 5/8"GYP.8D.n ISHJ T. &S. 3 COAT JOB(TYP) TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TM HOUSE WR 1/2" CD x RA S T R S H O W E R PLYWOOD SHEATHING ON 2"X6" WD. STU S 0 16" O.C. o B D R 0 M W.I. T PICAL FLOOR C NSTRUCTION BALCONY CONSTRUCTION R- 5 INSULATION I SINGLE PLY RUBBER ROOFING o A H CLOSET 11 %4• PL YWOOD SUB 0 R FLOOR JOISTS 0 16.0 C. � OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD \ SHEATHING. 9 1/2" TJI ROOF RAFTERS \ '" PITCH ROOF FROM RESIDENCE 9'-0" PLATE HEIGHT \ 5/8"GYP.BD. FINISH 3-2"x12" HDR. ® ® ® ❑ - T.&S. 3 cony Joe(TYP) TYPICAL WALL ONSTRUCTION 7'-C" T.O. WINDOWS CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PCM6616 PLYWOOD SHEATHING ON 2'K6' WD. STUDS 0 16" O.C. FAMILY I I LIVING R-15 INSULATION Charles M . Thomas c 0 ROOM ► I ROOM TOO KTC"HEN I I TO OPEN FOYER TYPICAL FL00 CONSTRUCTION a r C h i t e C t 11 7/8 TJ FLOOR JOISTS 16"O.C. 6x6 POST w/3/4" PLYWOOD SUBFL R W/MIN. R-19 BATT. INSULATION PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T. FIRST FLOOR n - -42- FIRE STOP PER PA66 .� — ,— II ISI —III—I — R R CROSS BRIDGING IN ALL FLR. SPANSJ NYS CODE (TYP) / `T —KI—'r�`I I— APOR BARRIER _ _ I I — — 3-1 3/4" X 11 7/8" AT INTERVALS NOT TO EXCEED 8'-0" O.C. III—III—III— 3/4- AM GIRDER BRIDGING TO BE 1"X3" SOLID WOOD OR METAL �1S IIIIIIIIIIIIIII 2X4 KEY E L LI A R III- MAIN HOUSE FOUNDATION WALL — — — — — — — — — — 10" P.C. FOUNDATION WALL 8" POURED CONCRETE FOUNDATION — — — — — — — — — — — — W/(2) #5 BARS TOP & BOTTOM WALL ON 8"X16" POURED (2) #5 BARS CONTINUOUS ON 10"x20" P.C. FOOTING CONCRETE FOOTING W/(2) #5 BARS CONTINUOUS CROSS SECTIONS W/2# 4 BARS TOP & BOTTOM 2"x6" ACQ SILL PLATE sTERMITE SHIELD 2X4 KEY " POURED CONCRETE SLAB 4 MILL VAPOR BARRIER 1/2" DIA. ANCHOR BOLTS ®30"-0" O.C. . LIQUID MEMBRANE WATERPROOFING COVE — OVER FOOTING (TYP) DATE: 11/14/13 VV � 3 1/2" STANDARD STEEL PIPE COLUMN (2) #5 BARS CONTINUOUS PROJECT No. / r ON A 30"X30"X15" DEEP DRAWING BY. F.SOLIS POURED CONCRETE FOOTING. (TYP) CHK BY. C R 0 S S S E C T 1 0 N 2 DWG No. SCALE: 1/4" = 1'-0" W-10061-0 - 00 6OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. d a'1 ia' k .�' ,. ARCHITECT 2" X 12" RIDGE BEAM REVISIONS D E S C R I P T ION 6/2/14 OUTSIDE CELLAR STAIR 4/26/18 AS BUILT TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. TYPICAL ROOF CONSTRUCTION 2x6 COLLAR TIES ASPHALT SHINGLE ROOFING 0 32" O.C. OVER 15$ ROOF FELT ON1/2" COX PLYWOOD SHEATHING. 12 2"X10" ROOF RAFTERS 0 16" O.C. 9 TYPICAL CEILING CONSTRUCTION 2" X 10" CEILING JOISTS 0 16" O.C. TYPICAL CEILING CONSTRUCTION A 1 T I C A T T I C W/ R-38 BATT. INSULATION 2" X 10" CEILING JOISTS 0 16" O.C. W/ R-38 BATT. INSULATION 8'-0" PLATE HEIGHT _ 8'-0" PLATE HEIGHT_ 5/8"GYP.BD.FINISH T.&S. 3 COAT JOB(TYP) --- TYPICAL WALL CONSTRUCTION D? CAL WALL CONSTRUC"flON CEDAR PERFECTION SHINGLES TM HOUSE WRAP 1/2" CD X \ / / PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 INSULATION O.C. B E R O O CL. B E D R 0 0 M \\ // BED 'R 0 M CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CO X R-15 INSULo 5 o \ / PLYWO D SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. 4 1 R-15 NSULA11ON TYPICAL FLOOR CONSTRUCTION ° / \ ° ( 127 MLOC RDER FLUSH 11 7/8 TJ FLOOR JOISTS 0 16-O.C. / \ \ W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT. INSULATION / \ \ -0 2 T.O. SECOND FLOOR k77777741T.O. SECOND FLOOR 9_0" PLATE HEIGHT 9_O" PLATE HEIGHT T. & GYP. O FINISH S. 3 GYP.BD. FINISH ® ® ❑ T. &S. 3 cont Job(rm) W 12x45 T.&S. 3 COAT JOB(TYP) 0 0 ' STEEL BEAM L WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION 4 CAR \\ o E FECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X311 D PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. b G A R A G E CL M R Q Q I S ATION HEATHING ON 2X6 WD. STUDS 0 16 O.C. i 0 1 HR. RATED ° 5/8" TYPE X SHEE-ROCK / WALLS & CEILINS / / T.O. FIRST FLOOR 4" POURED CONCRETE SLAB OVER 6 MIL. W POLYETHLENE VAPOR BARRIER ON WELL T.O. FOUNDATION WALL COMPACTED POROUS FILL 3-1 3/4" X 11 7/8" _III=III_II_II II— D MICRC kM GIRDER4" POURED CONCRETE S aD 4 MILL VAPOR BARRIE 111111IITHI IIIII � � `g MAIN HOUSE FOUNDATION WALL MAIN HOUSE FOUNDATION WALL 2X4 KEY 10" P.C. FOUNDATION WALL 10" P.C. FOUNDATION WALL C E L L A R — 0 W W/(2) #5 BARS TOP & BOTTOM W/(2) #5 BARS TOP & BOTTOM — _ _ — _ _ _ _ _ _ _—_ _I ° ° ON 10"x20" P.C. FOOTING ON 10"40" P.C. FOOTING W/(2) #5 BARS CONTINUOUS T WALL OONE8"X106"CPO RED FOUNDATION W/(2) #5"BARS CONTINUOUS 2"x6" ACQ SILL PLATE (2) #5 BARS CONTINUOUS CONCRETE FOOTING TERMITE SHIELD 2"x6" ACQ SILL PLATE W/2# 4 BARS TOP & BOTTOM TERMITE SHIELD 1/2- DIA. ANCHOR BOLTS 2X4 KEY / 1/2" DIA. ANCHOR BOLTS ®30"-0" O.C. 030"-0" O.C. LIQUID MEMBRANE WATERPROOFING COVE LIQUID MEMBRANE WATERPROOFING COVE 0 OVER FOOTING (TYP) OVER FOOTING (TYP) w 3 1/2" STANDARD STEEL PIPE COLUMN ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) CROSS SECTION 3 SCALE: 1/4" = 1'-0" rr 1"VENT r VENT r VENT 4 VENT RU ROOF M ROOF TMtU RDOF [IHRU ROOF(TYP•) (TTP.) (TYP.) ROOF b-2wq-2Y �1-I/2'V I �I-1/2V �1-1/2'Y cb-11/2V -1-1/2'Y I �-I-Igv LAV I LAV7"7 I ILAV I LAY I 11 w.c I rtc I xAstol I� �-� uv I uY I�c HOUSE SHDM4R I " o ggWin I i S1 a I � I I I SECOND FLOOR -1/Y' r Charles M . Thomas d�I-1/PY ¢1-1/2N ri �&-1-I/1'V o-1-1/Z'V 6-1-1/2'V 19NK I MASTER I lC I LAY I S I N K I kw I In a r c h i t e c t FRESH AIR INLET I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I � � FIRST FLOOR 1-I/2' I-1/2' S 2' 1-1/2' 1-1/2' FLR PROJECT C.0. Lr CONNECT TO APPROVED P.V.C.PIPE PITCHED F.A.I. SANITARY SYSTEM AS PER N.Y.S.CODE PLUMBING RISER DIAGRAM SCALE: N.T.S CROSS SECTION RISER DIAGRAM DATE: 11/14/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. W- 7 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f' a ,.. A MATCH RIDGE BEAMS ARCHITECT 12- �^ 9 REVISIO D E S C R I P T 1 0 N 6/2/14 OUTSIDE CELLAR STAIR 9�AT 12 4/26/18 AS BUILT 1"X2" TRIM ON 1"X8" RAKE —9 TYPICAL ASPHALT SHINGLE ROOFING 6/28/18 REVISED 1"X8" RAKE FRIEZE TYPICAL FYPON BRACKETS - — - - — 12 - -- - i 8'_0" PLATE HEIGHT 8'_0" PLATE HEIGHT 6'-8" T.O. WINDOWS ' i 6'-8" T.O. WINDOWS OL�t�.r:iTi -TO "j'aQ')mQ uaa 0 0 03 scot c c Inr CEDAR PERFECTION sHINCLFs \ 8" RAKE BIDS (TYP) CEDAR PFRFECTION SHINGLES T CEDAR PERFECTION SHINGLES �APr Q T.O. SECOND FLOOR ALT-SHINGLE Q0FIIJASFHA�T SHIII�LER2FAG T.O. SECOND FLOOR 9'-0" PLATE HEIGHT 9'—O" PLATE HEIGHT 7'-0" T.O. WINDOWS 7'-0" T.O. WINDOWS W 5/4"x4" WINDOW I 5/4 & DOOR SURROUNDS o G)x4' WINDOW I G) & DOOR SURROUNDS (TYPICAL) T-Li 1 Li L�1=1 z T.O. FIRST FLOOR ^v a ' O T.O. FIRST FLOOR I ' CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES ��—\ \O�O/�D�O�O O W GRADE - 0 E F R O N T E L E V A T I 0 N O W 1 SCALE: 1/4" = 1'-0" W z 0 � W u ry rr � Q Q � —12— ASPHALT SHINGLE ROOFING 10 lool ® — 2032 ASPHALT SHINGLE ROOFING 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS 6'-8" T.O. WINDOWS CEDAR PERFECTION SHINGLES-- 03 HINGLES � Charles1 Y 1 ■ Thomas .11 L J-1 a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T.O. SECOND FLOOR T.O. SECOND FLOOR 9'_O" PLATE HEIGHT 9'_0" PLATE HEIGHT PROJECT 7'-0" T.O. WINDOWS ❑ ❑ • 7'-0" T.O. WINDOWS o ol EISENL=jl REMOVABLE ILL�jl STORTOR GLASS M PANELS ELEVATIONS T.O. FIRST FLOOR T.O. FIRST FLOOR — — — CEDAR PERFECTION SHINGLES 5/4"x4" WINDOW DATE: & DOOR SURROUNDS 11/14/13 (TYPICAL) PROJECT No. G ADE DRAWING BY. F.SOLIS CHK BY. E R E A R E L E V A T I O N DWG No. [Al_Fo_0_fl_Fo_01 2 SCALE: 1/4" = 1'-0" 1 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 71'-0" 20'-0" 51'-0" ' 6 10'-0" 101-011 -6"' 12'-3" 10'-9" 6'-2" f �®I e?�.' 4 ARCH ITECT ®I �I 36" HIGH RAIL .r PER NYS CODE < I f. 27'-0" REVISIONS DESCRIP T ION II EISEN GLASS 6/2/14 OUTSIDE CELLAR STAIR I REMOVABLE TORM PANELS 4/26/18 AS BUILT 20'-6" 6/28/18 REVISED (MASONRY - - I (3) 2X12 GIRDER D E C K a Simpson Strong—Tie HDU TYPICAL TRHOUGHOUT I x 1ST & 2ND FLOOR �o V) COVERED =5o I H a P O R C H Sim so Strong-Tie a CO CORNER BRACING DETAIL c~i� 2052 FWG 0611 2052 CN 35 20A10 D ( R ER HOLD DOWN) 3-2"x12" HDR SCALE: N.T.S. I 3-2"x12" HDR 26' 6" -2"x12" HDR 4-0 - xi " SEAT o> 0 , 9 7'-0" r W ATH o �I 125 CFM EXHAUST I i N io r?7 (O 20' 0" O,0 o it) OJ 26+, FAN TO EXTERIOR o R U) Ld 10, Simpson Strong Tie W KITCHEN I ® ® O o26�0 lo `� No N N HDU CORNER HOLD DOW 3052 � I �� I SMOKE `� c3 n TYPICAL, SEE DET AI 3052 FWG 0611 - _ - CT _ EGRESS EGRESS o ® ® (�12' ML GIRDER FLUSH ~-DETECTOR N N 3-2"x12" LO HDR iM V 3»032 ao — — I I S L A N D o AOT03T30 �2 0 19'-6" I N 0 0 K In N I 301�ONOM C N _ _ _ _ AOT03T3$, MUD R 0 0 M = ® I o - � 61 O e 5'-0' BENCH �oN W �N CLOSET CL O - w/CUBBIE U4s-8" 5'-0"UM NDATION LAN O CD O _ 2 -0" 7'-0" 23'-0" N o o I 1n z I a --1 00 F A M I L Y y o 4-° 2-° Lo w 0� o W N -J °' R 0 0 M y to REF. — cn I -� O 0 � `� iro � N vOi = O O DSMOKEETECTOR I a I ~to O Z _ ' � 26 m I �M �� = O °m (3)12" M GIRDER FLUSH �O 6'-o. ,-0" I 0 _ DDf N. BUILT IN I r7 O0i SMOKE OS DETECTOR ��o I V) 3'-6" I O o CARBON UI VWMONOXIDE 1N ' O_--DETECTOR IN r x - _ _ _ W 12 X 45 STEEL BEAM w M N GIRDER FLUSH o -o" s'-s" 5'-0" I 0 00 � (3)14" ML HEADER I I _ 4 C A R zW � 0 6'-0" OPEN TO 1 N I N GARAGE o w o g o OPENING I ABOVE R 0 0 M ` " I V c�Ln _ t rr 4 POURED CONCRETE SLAB r-o z o 41 N DSMOKE ETECTOR OVER 6 MIL. POLYETHLENE I `v LO N x VAPOR BARRIER ON WELL I i 00 tO COMPACTED POROUS FILL nrn I I UIP cn zz VZ a' TJI ,laws 350 S IESLj I Of UL ® 16" OC. ILIJ W 12 X 45 STEEL BEAM U) F 0 Y E R I0 N 0 0 — - - - - = L I V I N G - - - - - N R 0 0 M N 6" 12'-0" 14'-2" 1HR. RATED SMOKE a ® 5/8" TYPE X SHEETROCK OS --DETECTOR �O WALLS & CEILING Ham H - zo o a 1 s �0 I 3-2"x12" HDR n 3-2"x12" HDR I 7) F O J J w 0 6 30 2-2 1n' _ EGRESS I ~O Z - O _ L _ tron -Tie °' 0Simpson S 00 o I ` rno HDU (CORNER HOLD D WN) N N x 19'-6" x PORCH o 4" DIA STEEL COL EACH SIDE OF STL BEAM iN` rl1 M N TYPICAL I co iv 3-2"x12" HDR — — — W 12 X 45 STEEL BEAM (3) 2X10 GIR ER _ _ _ _ _ _ _ _ X00 I 305!-4 — — — — o EGRESS Si pson Strong-Tie H DU (COf NER HOLD DOWN) x In wN N I Charles M. Thomas 11 on Of Ir N Tn z I 0 0 N = o a r c h i t e c t 6 o W 0� I = PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 Io —lkn pZ o n 00 I I 0 PROJECT 0o I _ =T 3-2"x12" HDR 3-2"x12" HDR3-2"x12" HDR 3 52 3052 3 52 EG ESS EGRESS EGRESS 10'-3" 10'-3" 6'-0" 13'-5" 7'-1" 5'-3" 6'-9" 6'-9" 5'-3" Simpson Strong-Tie HDU (CORNER HOLD DOWN) FIRST FLOOR PLAN TYPICAL, SEE DETAIL 20'-6" 26'-6" 24'-0" 71'-0" DATE: 11/14/13 PROJECT No. 3 DRAWING BY. F.SOLIS 7 FIRST FLOOR PLAN CHK BY. 1� DWG No. SCALE: 1/4" = 1'-0" FAIFO- 002 0 2OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CJ' 71'-Om 20'-0" 27'-6" 23'-6" - 10'-3" 9'-9" 5'-3" 14'-8" 7'-7" 16'-4" .( ¢ 7'-2" ARCHITECT °•�" P It X 36" HIGH RAIL REVISIONS DESCRIP T ION PER NYS CODE 6/2/14 OUTSIDE CELLAR STAIR 18 AS BUILT26 FRAME REVERSE THRU 4/26/18 LAYOVER MAIN ROOF B A L C O N Y 3 6/28/18 REVISED SINGLE PLY RUB ER ROOFING 7 OVER 45# ROOF FELT ON 3/4" COX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 016"O.C. 3040-2 PITCH ROOF FROM RESIDENCE 246 EGRESS _3-2"02" H R 3-2".12" HDR 6'-8" ATH 5'-0" 14'-2" I 1 ag o �U a �; 2"x10" CLG. JOIST 5 CFM EXHAUS 0 16" OC. R-38 INSUL. I 1 I AN TO EXT R Ell �6G 11 imps n Strong Tie � Simpson Strong-Tie CIO HDU (CORNER HOLD DOWN) H U CORNER HOLD DOWN) 1 T PICAL, SEE DETAIL 3046 FWG 6068 3046 3046-,' EGRESS EGRESS + B E D R 0 0 EGRESS SHOWER _ 3-2"x12" HDR a 3-2"x12" HDR LAUNDRY w o 2 s -o" 4'-0" 13'-4" rHa iv 19'-6" o I LIJ 10 w O S �-DETECTOR SHOWER M Ke V) M 2 I 1 W.I. N `° W I 5'-0" — 1 CLOSET W � ♦ I /� R el � 7( CLOSE00 T ATH F o Z `�o - - - I M EXHAUSTSS� .1 J B E D R O O M N,� H N E� ♦ �� / F 0 EXTERIOR U '� N Z 0 0 O W O DO _4., X- ' BEDROOM " � CV SMOKE U � SMOKE o U O_ O O�O� ® DETECTOR \ / .a DETECTOR SMOKE SMOKE X s Q S DETECTOR (D ♦ ' / N T �O�O OS6 `LO�o OS9 Or)w ® n A w N W M0601LINENO LINEN- -9"I 11 4-9" r 4'-9" iv a12" ML RIDGE 0L 'Lono ow� N PER NYS CODE 4'-0" " N M x � c0 W"' .��' o B A T H 6 n JP/ of \ 5 To EXHAUST �E o DF N TO EXTERIOR E� 2"X10" CLG. JOIST = tn CO 4'-0" Q 7'- 2 CSA 16" OC. R-38 INSUL. 77 1 00 _ .x / " S6(Q O—DETECTO n w 0 -5 ``L1 7 OPEN TO J R I = clO — — — — — — — — BELOW N cb SMOKE in In / N Z 6 S --DETECTOR � 0 � BEDROOM �o �� , \ rr � I W.I. / �� w.i NZ M 3 _ �� DR00M CLOSET �� ti`° CLO T ;f, o - i 'r' w �`` �r 6 N'°° / I DD ♦ U SMOKE ♦ rO DETECTOR � L o UM X 0 cN o ® �3'/-3" ' ♦13'-4" ♦� in O O 01 AI W 16-0" I SEAT Ncl LO � tib CLETr1l W�° o / x 25 C ♦ O 04 N N ?tx T o ' r� 12'-O" ♦ 14'-2" X06 n nt0 LL = O I c ERI R c / 3-2"x12" HIDR 3-2"x12" HDR i7 2 `) I I — — 3 ° 2 X10' C G. OIS o 24 —2 30 6-2 SSE -19 \� -1I EG ESS N 2 SMKE SM I3 1 2068 O~DETOEC OR 2l]'-81, e 0 R 1 1 O FREESTANDING l i c0 I �� B E D 0 0 M 2-6 1 1 1 ' .. rue 1 I I I 6 I i II 000 L FLAT ROOF ILo to 3046-2 BELOW I EGRESS I I O _O G: � ° _ 2 N _ M t0 VI I I N I e I N w fO O 6 M x N (D x I N N C7 M I �— - - - - - - - - - - - -j io 3'-6" "' w I F M O I 2"X10" G. JOIST io 1 1 ® 16" OC. —38 INSUL. I 1 co 11 " , 1 Charles M. Thomas L , I 16-O a r c h i t e c t IL 3-2"x " HDR 11 — — _ — PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 3046-2 EGRESS 3 Simpson Strong—Tie 7 HDU (CORNER HOLD DOWN) PROJECT 3'-6" 6'-9" 6'-9" 3'-6" 6'-0" 13'-5" 7'-1" 3'-6" 8'-6" 8'-6" 3'-6- 20'-6" 26'-6" 24'-0" 71'-0" SECOND FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" DATE: 11/14/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. [ANO-0-31-FO-01 3OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r. qA ARCH ITECT REVISIONS DESCRIP T ION \ 6/2/14 OUTSIDE CELLAR STAIR 12 9+- 4/26/18 AS BUILT Nil ADJUST PITCH TO MATCH GAMBREL RIDGE 6/28/18 REVISED ASPHALTSHINGLE ROOFING I I ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING I I I CEDAR PERFECTION SHINGLES I �- 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS I - I I I Ll m I I T.O. SECOND FLOOR ill v 9'-0" PLATE HEIGHT _ _ _— 9'-0" PLATE HEIGHT Ll 7'- T.O. WINDOWS El. 11 7'-0" T.O. WINDOWS ESIGN GLASS-- REMOVABLE LAS REMOVABLE I STORM PANEL o m n w T. FIRST FLOOR U O O FLOOR FIR T.O. ST R - - -— CEDAR PERFECTION SHINGLES o Oo Go Qo _ _ _ ^\ I O E R I G HI T S I D E E L E V A T 1 0 N 3 SCALE: 1/4" = 1'-0" O w n LL ASPHALT SHINGLE ROOFING 9+— I ASPHALT SHINGLE ROOFING 2032 ASPHALT SHINGLE ROOFING I CEDAR PERFECTION SHINGLES 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS A PHALT SHINGLE ROOFING Charles M. Thomas I o CEDAR PERFECTION SHINGLES I a r c h i t e c t I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T.O. SECOND FLOOR PROJECT 9'-0" PLATE HEIGHT _ _ _ 9'-0" PLATE HEIGHT 7'-0" T.O. WINDOWS ❑ ® ® ® ❑ _ _ _ 7'-0" T.O. WIN OWS SIDE ELEVATIONS 0 ISEN GLASS REMOVABLE STORM PANELS ❑ ❑ T.O. FIRST FLOOR CEDAR PERFECTION SHINGLES ® ® ® T.O. FIRST FLO R DATE: 11/14/13 PROJECT No. 5/4"x4" WINDOW Q DRAWING 8Y. F.SOLIS & DOOR SURROUNDS CHK 8Y. (TYPICAL) DWG No. E L E F T S I D E E L E V A T I O N 4OF7 4 SCALE: 1/4... = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. " ;1 m L I s �, : o - - - - - - - - - - - - - - - - - - - - - - - - - - �..,. ,.,`? `�'', g r, ARCHITECT W45�Cl- I — — — — — — — — — — — — — — — — — 20'-6" o z 8" I- 25'-8" o- "� I I REVISIONS DESCRIP T ION 0 z_ I I MASONRY DECK CONSTRUCTION ~w m 8" POURED, CONCRETE FOUNDATION 2 w m makf 1 I I 6/2/14 OUTSIDE CELLAR STAIR WALL ON 8"X16" POURED CONCRETE I �r 6 N z o 1 FOOTING (TYP) I I 23'-6" 4' POURED CONCRETE SLAB OVER 6 MIL. 4/26/18 AS BUILT — POLYETHLENE VAPOR BARRIER ON WELL I FLOOR DRAINS - - - - - - - - - - - - - I COMPACTED POROUS FILL I 5'-0" 18'-6" 6/28/18 REVISED " 26'-4" L 8" L - - - - - - - - - - - - - - - - - - - - - ri � ;��8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE 1 I N o )FOOTING (TYP) II I I I 100 7 Z TJI PLYWOOD IN o OuEONMUD OwJ -3 S PS TO GRA)E m F-Q M.O. pL w�Z F nM ®cn oowo CELLAR I - - - - - - - - - - - - - - - - - - - �� cn Of 1 110„ - - - - - - - - - - - 2s'-5" II 0 22'-,h� 1 F 1 4" POURED CONCRETE SLAB OVER 6 MIL, cI O�O'z 1 POLYETHLENE VAPOR BARRIER ON WELL I I I I I 1 3'-0" d N m cr COMPACTED POROUS FILL s = a- w to Roo CIE L L A R I �Zo w III � I cn z I I 9'-0" WALLS DOUBLE UP JOIST UNDER KITCHEN C9 FOUNDATION WALL = CA Z ISLAND AND ALL AREAS WITH TILE x _ cn < F ~ 0 C E L L A R FIN. FLOOR. P�� Q 0 j C "X20" P.C. FOOTING 1No o� " 1 = N (2 BARS CONTINUOUSB-LABEL I W 9-Of WALLS r�ar o to z " p = 4 POURED CONCRETE SLAB z 10" P.C. FOUNDATION WALL o J g �''� ®°r' OVER 6 MIL. POLYETHLENE co = =mM ®a, ON 10"X20" P.C. FOOTING I TRANSFERED POINT LOAD M o° 2 BARS CONITINUOUS `� VAPOR BARRIER ON WELL I Uj ^ 1 ( ) FROM FIRST FLOOR M I I �w � � I COCOM CTED POROUS FILL L_ J 1 I 4" POURED CONCRETE SLAB 3 1/2" STANDARD STEEL PIPE COLUMN o I 5 OVER 6 MIL. POLYETHLENE ON A 30"x30"x15" DEEP 23'-2x' x POURED CONCRETE FOOTING. (TYP) C POR BARRIER ON WELL I-cn I=ow < I `aJ COMPACTED POROUS FILL - - - - - - - - - - - - - - - - - - —I 8" T.C. FLUE I w o I M =n Lo r7 ®cn M 00 I r P.C.1 " DEEPTING F_ - r PROVIDE 5/8" TYPE "X" GYP. BD. 3-1 3/4" X 11 7/8" ON CEILING ABOVE FURNACE FOR 1 MICROLAM GIRDER BELOW I AT LEAST 3'-0" ON ALL SIDES AS - - - - � o I I B O I L E R PER N.Y.S. CODE z 1 BEAM POCK T m I Wr� (TYPICAL @ EA H Z Q 0 n I 3AOM2 5'-5" 7'-0" � 14'-4GIRDER If�TERSECTIO ) Vj�5IOT03T34 "ZVI I I Q V) I ;o Q 3 1/2" STANDARD STEEL PIPE COLUMN r -, 3-1 3/4` x 11 7/8"� I n 1 z w o L_ - -J 1 ON A 30 X30 X15 DEEP I N GIRDER 1 0 z _ _ LUSH INTO FLOOR JS - — — f 1 O p— I (� ASH DUMP POURED CONCRETE FOOTING. (TYP) JL f zo I 2'-5 1 ( L_ L_ - - �-to LINE OF FRESH AIR INTAKE 1 1 = - - - _1 WALLS ABOVE I o 1— I— � I— M (TYPICAL) I I 0 Q I 1 I _ 1 11 1 1 3-1,3/4" X 11 /8" �1 I I I I c� I `I FLUSH rIINNT�LDORR JSTS r°oj I I (— M I_ N 1 3'-5" c o I I Q 1 _ iI 00 7) cli I F- it, cO I 3-1 3/4" X 11 7/8" ^ o' 117/x" TJI JOISTS 1�1N I zo J o MICROLAM GIRDER L- - J L- J - - w o l 350 SERIEs I I 4" POURED CONCRETE SLAB o w j 1 1 CELLAR x w _ — ® 16" OC. I OVER 6 MIL. POLYETHLENE 1 LIQ J I R-19 INSULATION I VAPOR BARRIER ON WELL o 2 Z ( °' rr 1 9'-0" WALLS = M�lz _ I I COMPACTED POROUS FILL O o 10" P.C. FOUNDATION WALL F ^W I _ J UP L- J I I o o I ON 10 X20 P.C. FOOTING o o M 0 16R = o I (2) #5 BARS CONTINUOUS 1 =0 w �� I LL N I I 4" POURED CONCRETE SLAB 1 x 8'-8" 3'-9"' ^0 14'-4" 10" I o I 1 OVER 6 MIL. POLYETHLENE pin I I o BEAM POCKET �p I _ I VAPOR BARRIER ON WELL x (TYPICAL @ EACH M 117/8' TJI JOISTS n COMPACTED POROUS FILL GIRDER INTERSECTION) 350 SERIES 1 "7 ® 16" OC. 1 rn w AS REQUIRED ALL GIRDERS SNABEALL M POCKETSHIMIVES R-19 INSULATION i 0 I I Q p WITH STEEL SHIMS (T P) - - - - - - - - - - - - M- J I �m� 0 10" 1 117/a" TJI JOISTS I P I SLAB TO SLOPE F Co-10 2 I I 350 SERIES - 3020 I DN. 4" TO DOORS o w e I M 3 ® 16" OC. I MASONRY DECK CONSTRUCTION I I o m Z ( I rn R-19 INSULATION o I I 8" POURED CONCRETE FOUNDATION I I 1, O- WALL ON 8"X16" POURED CONCRETE 1 I ~z tO I I FOOTING (TYP) s" t o 0 0 4POURED YECONCRETE SLAB OVER 6 MIL. to VAPOR BARRIER ON I I POLYETHLENE I 1 p U I 1 L — — — — — — — COMPACTED POROUS FILL - - - - - - - - - J L - - - - - - - - - - J 1 o I 1 1ho - - - - - - - - 3020 2'-7" o I I J I 1 6 I ; o-jo ' I Charles M. Thomas 1- I F zwo I I a r c h i t e c t oI I PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 I 0 � I I 22'-4" 0 10 PROJECT I 1 I I L - - - - - - - - - - - - - - - - - - - J co 3 7 20'-6" 26'-6" 24'-0" FOUNDATION PLAN 71'-0~ DATE: 11/14/13 F 0 U N D A T 1 0 N P L A N PROJECT No. DRAWING BY. F.SOLIS SCALE: 1/4" = 1'-0" CHK BY. DWG No. 91-10051-0 5OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WTH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. G� { 4�' A qA lt ARCHITECT REVISION DESCRIP T ION 12" ML RIDGE 6/2/14 OUTSIDE CELLAR STAIR TYPICAL ROOF CONSTRUCTION 12 ASPH LT SINGLE ROOFING 9 4/26/18 AS BUILT OVER 15# ROOF FELT ON 1/2" CDX PLYW OD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. 6/28/18 REVISED TYPICAL CEILING CONSTRUCTION A T T I C 2" X 10" CEILING JOISTS 0 16" O.C. // I (2) 14" ML BEAM I \ W/ R-38 BATT. INSULATION / (TYPICAL) \ 8'-0" PLATE HEIGHT / \ 32 FLAT ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION / MBA T H R W \ \ SINGLE PLY RUBBER ROOFING 3 \ OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD 11 7/8 TJFLOOR JOISTS 0 16"O.C.---\ �/ 00 0 \ \ SHEATHING. 2"X10" ROOF RAFTERS 0 16"O.C. o W/3/4" PLYWOOD SUBFLOOR ® ° \ PITCH ROOF FROM RESIDENCELn III m / ATTIC\ T.O. SECOND FLOOR 9'-0" PLATE HEIGHT_ (3) 2X10 GIRDER TYPICAL WALL CONSTRUCTION -- CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X ❑ ❑ PCM6616 PLYWOOD SHEATHIN ON 2"X6" WD. STUDS 0 16" O.C. o R-15 INSULATION L I V I N G 1 R 0 0 M TYPICAL FLOOR CONSTRUCTION OPEN TO I co" FAMILY ROOM 11 7/8 TJ FLOOR JOISTS 0 16 O.C. W/3/4" PLYWOOD SUBFLOO W/MIN. R-19 BATT. INSULATION UJ Lu T.O. FIRST FLOOR ® O O —— — —— L—L au I11=111=111=111=1I1=111=11 PA66 3-1 3/4" X 11 7/8" T G FZ A C?E MICROLAM GIRDER 4' POURED CONCR y�yLy�FIRE STP PER " 4 MILL VAPOR BARRIE —❑— r'" rr II"wi=" CROSS BRIDGING IN LL FILER. SPANS NYS COD (TYP) — w=I —I —I I—I AT INTERVALS NOT TOE ED 8'-0" O.C. BRIDGING TO BE 1"X3" SOLID OD OR METAL —III—III—III `� W MAIN HOUSE FOUNDATION WEAL- 10" P.C. FOUNDATION WALLCELLA o W/(2) #5 BARS TOP & BOTTOM _I _ _ _ _ _ _ _ _ ON 10"x20" P.C. FOOTING °' — — — — — — — — — — — " " 8" POURED CONCRETE FOUNDATION W/(2) #5 BARS CONTINUOUS WALL ON 8"X16" POURED 2"x6" ACO SILL PLATE (2) #5 BARS CONTINUOUS CONCRETE FOOTING TERMITE SHIELD W/2# 4 BARS TOP & BOTTOM 1/2" DIA. ANCHOR BOLTS 4" POURED CONCRETE AB O 030"-0" O.C. 4 MILL VAPOR BAR IER LIQUID MEMBRANE WATERPROOFING COVE 12" ML RIDGE b OVER FOOTING (T'YP) 3 rr 1/2" STANDARD STEEL PIPE COLUMN (2) #5 BARS CONTINUOUS ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) 12 O TYPICAL ROOF CONSTRUCTION _ ASPHALT SHINGLE ROOFING �9+ OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ADJUST PITCH C R O S S S E C T I O N 1 2"X10" ROOF RAFTERS 0 16" O.C. TO MATCH GAMBREL RIDGE 26 COLLAR TIES TYPICAL 0 32" O.C. ASPHALT SHINGLE ROOFING SCALE: 1/4" = 1'-0" OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" 0. A T T I C �i T r I c TYPICAL CEILING CONSTRUCTION 2" x 10" O.C. W/R-3 BATT. INSULATION 5/8"GYP.BD.FINISH T. &S.31 COAT JOB(TYP) TYPICAL WALL CONST UCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WR U3 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STU S 0 16" O.C. MAST R \S H O W E R BALCONY CONSTRUCTION R- 5 INSULATION o B EI D R O 1110 SINGLE PLY RUBBER ROOFING co CLOSET A H 11 /8 TJI FLOOR JOISTS 0 16"0 C. OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD ° W/./4" PLYWOOD SUBFLOOR SHEATHING. 9 1/2" TJI ROOF RAFTERS 016"O.C. PITCH ROOF FROM RESIDENCE r u e g'—O"-PLATE HEIGHT 3-2"x12" HDR. r. &5/3 OAT BOB( TIP) 7'- " T.O. WINDOWSp Ll TYPICAL WALL ONSTRUCTION PCM6616h CEDAR PERFECTION PLYWOOD SHEATHING SHINGLES 2"K6' WD. STUDS 0 6P O.C. C2" CD X FAMILY I I LIVING -LL] R-15 INSULATION Charles M . Thomas o ESIGN GLAS REMOVABLE R 0 0 M II R 0 0 M STORM PANEL OPEN I I O03 PEN TYPICAL FL00 CONSTRUCTION TO KITCHEN TO FOYER 11 7/8 TJ FLOOR JOIST$ 16"OC. a r C h I t "�(�Ll c t 6x6 POST W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT. INSULATION PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 MUD FLOOR PITC T. . FIRST FLOOR FROM HOUSE TILE FINISH n PROJECT PA66 lily Y ! 5 !Y v Y Y FIRE STOP PER CROSS BRIDGING IN ALL FLR. SPANS_/ NYS CODE (TYP) AT INTERVALS NOT TO EXCEED 8'-0" O.C. 3-1 3/4" X 11 7/8"1/1-1BRIDGING TO BE 1"X3" SOLID WOOD OR METAL MIICROLAM GIRDER CI E L L A R AIN HOUSE FOUNDATION WALL 10" P.C. FOUNDATION WALL 8" POURED CONCRETE FOUNDATION W/(2) #5 BARS TOP & BOTTOM ON 10"x20" P.C. FOOTING WALL ON 8"X16" POURED (2) #5 BARS CONTINUOUS CONCRETE FOOTING W/(2) #5 BARS CONTINUOUS CROSS SECTIONS W/2# 4 BARS TOP & BOTTOM 2"x6" ACQ SILL PLATE 4• POURED CONCRETE POURED CON TERMITE SHIELD 4 MILL VAPOR BARRIER 2X4 KEY CRETE SLAB 4 MILL VAPOR BARRIER 1/2" DIA. ANCHOR BOLTS 030"-0" O.C. b LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) DATE: 11/14/13 3 1/2" STANDARD STEEL PIPE COLUMN (2) #5 BARS CONTINUOUS PROJECT No. ON A 30"X30'X15" DEEP DRAWING BY. F.SOLIS POURED CONCRETE FOOTING. (TYP) CHK BY. CROSS SECT ( ON 2 DWG No. c SCALE: 1/4" = 1'-0" a- 006 - o0 6OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �Fxv., '{ 1�4r 0� C ARCHITECT 2' X 12' RIDGE BEAM—,, REVISIONS D E S C R I P T 1 0 N 6/2/14 OUTSIDE CELLAR STAIR 4/26/18 AS BUILT TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING 6/28/18 REVISED OVER 151 ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. TYPICAL ROOF CONSTRUCTION 2x6 COLLAR TIES ASPHALT SHINGLE ROOFING 0 32" O.C. OVER 15/ ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 12 2"X10' ROOF RAFTERS 0 16" O.C. 9 TYPICAL CEILING CON TRUCTION 2" X 10" CEILING JOISTS 0 16" O.C. TYPICAL CEILING CONSTRUCTIONA T I C A T T I C W/R-38 BATT. INSULATION 2" x 10' COUNG JOISTS 0 16" O.C. W/ R-38 BATT. INSULATION 8'-0" PLATE HEIGHT_ ' , w ' _8'-0" PLATE HEIGHT_ L5/8"GYP. BD. FINISH T. &S. 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX // ALL CONSTRUCTION PLYWOOD SHEATHING ON 2'X6" WD. STUDS 0 16" O.C. B E R 0 0 CL. BEDROOM \ / R O M CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X R-15 INSULATION B E D PL D SHEATHING ON 2'X6" WD. STUDS 0 16" O.C. 0 4 \ / / 'I R-15 INSULATION TYPICAL FLOOR CONSTRUCTION ° / \ ° ( 1�" ML° RDER FLUSH 11 7/8 TJ FLOOR JOISTS 0 16 O.C. / \ \ W/3/4' PLYWOOD SUBFLOOR W/MIN. R-19 BATT. INSULATION / \ \ 02 T.O. SECOND FLOOR 9 T.O. SECOND FLOOR 9'—O" PLATE HEIGHT 9'-0" PLATE HEIGHT 5/e GYP. BD. FNISH 5/8'GYP.BD.FINISH L&S. 3 COAT JOB(TYP) W 12x45 T. &S. 3 COAT JOB (TYP) ❑ �'I ❑ STEEL BEAM W TYPICAL WALL CONSTRUCTION \\ (' FFI71 :[ CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X 4 C A R \ o 11 RE FECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. b G A R A G E �L' M 't.) R 0 0 I I ylD H SU TIO ING ON 2X6 WD. STUDS 0 16" O.C. 1HR. RATED ° HI LLA z 5/8" TYPE X SHEETROICK / WALLS & CEILINGui T.O. FIRST FLOOR 4" POURED CONCRETE SLAB OVER 6 MIL. w POLYETHLENE VAPOR BARRIER ON WELL _111- - -- _ T.O. FOUNDATION WALL COMPACTED POROUS FILL 3-1 3/4" x 11 7/8" — I i— — I-I 11- - MICRIC kM GIRDER4" POURED CONCRETES - -I uo 4 MILL VAPOR BARRIE -I_ I—I I I—I I II-III-III-III- C 100011 1Co MAIN HOUSE FOUNDATION WALL 2x4 KEY AOI 4 MATCH RIDGE BEAMS 12- S. 9 REVISIONS D E S C R I P T ION 6/2/14 OUTSIDE CELLAR STAIR 12 1"X2" TRIM ON 1"X8" RAKE _9 TYPICALIE ASPHALT SHINGLE ROOFING 1"X8" RAKE FRIEZE TYPICAL FYPON BRACKETS 12 r � - / 8'_0" PLATE HEIGHT 8'-0" PLATE HEIGHT AT / - - r '-8" T.O. WINDOWS 6'-8" T.O. WINDOWS 6 � r �� - - - i i � r i ao CEDAR PERFECTION SHINGLES 8" RAKE BIDS (TYP) CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES T.O. SECOND FLOOR �SPTfALT I T,O. SECOND FLOOR ASPHAI T SHINGI F ROOFING — — — 9'-0" PLATE HEIGHT 9'-0" PLATE HEIGHT 7'-0" T.O. WINDOWS 7'-0" T.O. WINDOWS S 4"x4" WINDOW 5/4"x4" WINDOW U & DOOR SURROUNDS Q� 0 e I � & DOOR SURROUNDS n (TYPICAL) T_.O. FIRST FLOOR , a �OaO aO aO�aO OOaO aO aO ao T.O. FIRST FLOOR CEDAR PERFECTION SHIJGLES CEDAR PERFECTION SHINGLES - - - W O �: p CR AC)E E F R O N T E L E V A T I O N Q W 1 SCALE: 1/4" = 1'-0" rr z z z 0 � W U r� W rr Julill BLDG.DEPT. TOWN OF SOUTHOLD —12— ASPHALT SHINGLE ROOFING 10 a0u( — 2032 W II ASPHALT SHINGLE ROOFING 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT 6'-S" T.O. WINDOWS 6'-8" T.O. WINDOWS o CEDAR PERFECTION SHINGLES 00 ILL Charles M . Thomas a r c h i t e c t . . . MR. PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T.O. SECOND FLOOR T.O. SECOND FLOOR 9'_0" PLATE HEIGHT 9'_0" PLATE HEIGHT PROJECT 7'-0" T.O. WINDOWS ❑ z • ❑ 7'-0" T.O. WINDOWS o I o m I b, ELEVATIONS T.O. FIRST FLOOR CEDAR PERFECTION SHINGLES T.O. FIRST FLOOR 5/4"x4" WINDOW DATE: 11/14/13 & DOOR SURROUNDS (TYPICAL) PROJECT No. G FR A 0I DRAWING BY. F.SOLIS CHK BY. E R E A R E L E V A T 1 0 N DWG No. 19-FOol - 00 2 SCALE: 1/4" = 1'-0" 1 OF 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Mw 20'-0" 51'-0" ®il 10'-0" 10'-0" 6'-6" 12'-3" 10'-9" 5'-6" 7'-0" 9'-0" ®I � GCS t•a ®II r p ®��•° • " *,'- . ARCHITECT 36" HIGH RAIL w� , SII PER NYS CODE 7 27-0" REVISIONS-,--, EVISIONS D E S C R I PT ION 7 I I 6/2/14 OUTSIDECELLAR STAIR ,, II 20'-6" M A S O N R Y I (3) 2X12 GIRDER D E C K Simpson Strong—Tie HDU TYPICAL TRHOUGHOUT Lji 1ST & 2ND FLOOR O O� Ilk 1 d S C R E E N E D 7 ( ~: P C H im so Strong-Tie C-4D ( R ER HOLD DOWN) CORNER BRACING DETAIL ® 2052 FWG 60611 2052 2432-2 1 20310 -130J21 C) SCALE: N.T.S. 3-2"x12" HDR " -2"x12" HDR v 26'-6 4' 0" 7'- S E A T H o o w io20'-0" Oho o J o3 a iD W KITCHEN Simpson Strong Tie I a HDU CORNER HOLD DOW 3052 FWG 0611 3052 w I ® A ( R 0 0 M I TYPICAL, SEE DETAI EGRESS EGRESS O ® ® _ ' OF O 0�3 30 2 3-2"x12" HDR N 3 OM2 O ' NOB AO R 19'-6" I NOOK N I S L A N D o NO AA0 "I 'a OT03 30 N - - - - - - - - - � AOT 3T3 I e W of 1 ti o ti� W N I em o 0 0 0 5' CL SET W N — n 3NOM2 TRANSFER POINT OAD W/CUBBIE� CLOS T x W in N A0T03T30—„_O TO FOUNDATION PLAN o� N s' 4” s'-a" C'4 s'-o�N M 1 � R 2'-0" 0) R I W 2 REF. ir w w -0" 7'-0" 8'-9" 31_6" 23'-0" L cn O 1 10 a o F A M I L Y I Z R R M U 4'-0'. 2._O.r H 0 �0 PANF'r I O w J 0 O F• � J N -� a) ROOM (A 0 Nof of g 3xOM2 1 � ,..•"-�. CLOSET I a R ro .-co Z = U JI AOT03T30 O fn n ®0) 0 -9J 6'-0" '-0" I (3)12" MI. GIRDER FLUSH I p r I I o M � M � F UJ A T03T30 S-6„a o rox NO0flA0 = 301X014014-- ev .4 M C4N FIOT03T30 Li Ln x W 12 X 45 STEEL BEAM - _ _ _ _ _ _ _ AM (� C7 M N I — o — — — — to LL W I to (3) 2" ML GIRDER FLUSH9. J R M !Y r . ` 'toto a I (3)14" ML HEADER 4�..__�A-_.R W cn z � o: nI ~ F s'-0" OPEN TO ,'` I N I N GARAGE o M 0-1 J o o OPENING, I ABOVE N = — -- �•� CV , R 0 0 M 4" POURED CONCRETE SLAB I o z d OVER 6 MIL. POLYETHLENE x i '� AO 33°T30 (D- I `" VAPOR BARRIER ON WELL I mo. I 0 M tO UP �, COMPACTED POROUS FILL M C) w zz a" TJI JOISTS 350 S IES ' UL ® 16" OC. N z 0 W 12 X 45 STEEL BEAM F 0 Y E R R LIVING M 1 1 t = _ _ _ _ = C) d O N R 0 0 M P. 6" 12'-0" 1 ! Nco 1 HR. RATED 3xOM2 0 I / ® 5 8" TYPE, X SHEETR CK 510T03T30 2 R i u' r> WALLS'&.-.CEILINGz D_ e� ,o I 3-2"x12" HDR 1j rn F } D O 1 3-2"x12" HDR O 41 p J 1 J O 6 3052-2 I, N= U) _ EGRESS I ~O `�Z O a: F-: Simpson Stron T = r- �o I g- ie_/HDU (CORNER HOLD DOWN) R^M ®� M o Na 4" DIA STEEL COL Xfo' x PORCH o EACH SIDE'OF `STL BEAM r7 M °X® tO TYPICAL I i CV 3-2"x12" HDR - - - c L W 12 X 45 STEEL BEAM — (3) 2X10 GIRDER — — R 305 -4 ( - - - - 0 EGRESS \�) Si pson Strong-Tie a k'` .., H U (CO NER HOLD DON) 0 w C4 N ~- I Charles M . ThomasWM N z o o 2 � W o I = o a r c h i t e c t 6 s E o J :3I PO BOX 811 JAMESPORT, NY 11947 (631) 127-7993 R W _ Q rn e I �Oz � O n� @ 0) I ' � o I I M PROJECT 00 I(V I 3-2"x12" HDR 3-2"x12" HER 3-2"02" HDR 3052 3052 3 52 EGRESS EGRESS EGRESS 10'-3" 10'-3" 6'-0" 13'-5" 7'-1" 5'-3" 6'-9" 6'-9" 5'-3" Simpson Strong-Tie HDU (CORNER HOLD DON) FIRST FLOOR PLAN TYPICAL, SEE DETAIL 20'-6" 26'-6" 24'-0" 71'-0" DATE: 11/14/13 3 PROJECT No. 7 DRAWING BY. F.SOLIS F I R S T F L 0 0 R P L A N CHK BY. DWG No. SCALE: 1/4" = 1'-0" [AA0021-F001 20F7 THESE DRAWINGS AND ACCOMPANYIP IFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, i 71'-0" AN Q` JI------------------- 10'-3" 9'-9" 5'-3" 14'-8" ARCHITECT 4S / J( 36" HIGH RAIL PER NYS CODE REVISIONS D E S C R I P T 1 0 N 6/2/14 OUTSIDE CELLAR STAIR FRAME REVERSE THRU LAYOVER MAIN ROOF B A L C .0 N Y 3 SINGLE PLY RUB ER ROOFING OVER 45 ROOF FELT ON 3/4" CDX PLYWOOD 7 SHEATHING. 2"X10" ROOF RAFTERS 016"O.C. PITCH ROOF FROM RESIDENCE 24" 30 -2 EGR SS 3-2"x 12" HIO 3-2"x 12" HDR — — — — — — — — — — — a o 6'-8" 5'-°" 14'-2" 10 t7 1> A T H // 2"X10" CLG. JOIST Z 1 5 CFM ® 16" OC. R-38 INSUL. CID � EXHAUS ° AN TO EXT R imps n Strong-Tie d HDU (CORNER HOLD DOWN) I Simpson Strong-Tie T PICA , SEE DETAIL EGRESS FWG 6068 EGRESS _ 30H U CORNER HOLD DOWN) I I SHOWER B E D R 0 0 EG ES 3-2°x12" HDR ~ LAUNDRY 0 2 F W IN 19'-6" I v, I r 4'-0" 13'-4" 3-2"x12" HDR -Irn� \ WDOM flOT03T3 —O a p 0 of I O <n e I am In o M �co = 5'-0" SHOWER W.1. N cC M w 3t N �f. \ - - - I40 1 R " I CLOSET W to e l � L�L2 / o I P Os CLOSET s� /�o�e ATH N z N06' �� M EXHAUS�S68 ;, �; �Z \ fro / F 0 EXTERIOR U af 1 N IVI A S T E R � � � � 3x M2 W NBEDROOM �� -� �' -4" N flOTO3 30 O 3>10IM2 C5 \ U ROT03T30 O t( O O NX060 c�Os� ti�6� ?OSS _ to Q ia to t0 6 3'-3" rad X c�CD E� LINEIW LINENS -9» Z 4.-9.. N 4,-9.. iv < M .. 0 12" ML RIDGE W 0 Ce 6� N N V6 C�M y* PE.RY CODE _ _4-0 CV ifL00 O W N fir" W M (D 1 N XPi o \ A T H �' M 0 I� 5 CFM EXHAUST o 1 7'-9" 4'-O" J 7'_ O(DF N TO EXTERIOR = Ln co 0ow St x M f10 / N6(19 0 MfNl 1 W co OPEN TO 0 — — — — — — — — BELOW F- V) o — B D R 0 0 M �66� �P% \ n "' 1 CLOSET ti�� 6 C 0.1 T �' `n Z CD `1 3 to 17 3>10M2 1004 --I 10 POT03T30--O - a ! a 1` a r/ \ 1 U \ \tilOnl�/ �� O i 04 e f O It 6 O O 104cO - 16-0" I SEAT11 N � "I _9.. ® \ �� 2"X10" G. JOIST \G 0 rO �� W.I. 0 16" OC. -38 INSUL. L = N a \ ti� CL ET I I 9<< N X ZS C • W X N n 3 I\ 1 c��,xHy� T cn 0 i12'-0" \ 14'-2" M W R x ERI R T 2"2" I rr i 3 9 0 2 e - x1HDR n 3-2"x12" HDR 1 ie) 3 " I 2'X10' CI.G. OIS o 244 -2 30t6-2 i i I ,2 EG ESS I 3 I I o 0 I ' 0 FREESTANDING U N F I N TO R A GE I ,2'-s" TDB � ROOM I � —_— - x _ JI I tc I — — FLAT ROOF 3046-2 — —I BELOW I 1 I W E RESS I I O 2 I I I o � J � N in 6 I I N I x N w c0 p r` io M 3'-6" a I 0 1� I I 2"X10" G. JOIST G I I O 16' °"0 16" OC. -38 INSUL. I I Charles M . Thomas I L3-2"x " HDR a r c h i t e c t PO 80X 877 JAMESPORT, NY 11947 (631) 727-7993 30413-2 EGRESS 3 Simpson Strong-Tie 7 PROJECT 3-6 6'-9" 6'-9" 3'-6" 6'-0" 13'-5" 7'-1" 3'-6" 8'-6" 8'-6" 3'-6" HDU (CORNER HOLD DOWN) 20'-6" 26'-6" 24'-0" 71'-0" SECOND FLOOR PLAN _ SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" DATE: 11/14/13 PROJECT No, DRAWING BY. F.SOLIS CHK BY. DWG No. -FO701 30F7 S. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TEC T.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION e C..I �.. 7Js: ARCHITECT REVISIO D E S C R I P T ION 6/2/14 OUTSIDE CELLAR STAIR \\ 12- 9+- ADJUST PITCH TO MATCH GAMBREL RIDGE ASPHALT SHINGLE ROOFING I I ASPHALT SHINGLE ROOFING I ASPHALT SHINGLE ROOFING I i I CEDAR PERFECTION SHINGLES I �— 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS _ I I I a ro I I Ell � I T.O. SECOND FLOOR 9'-0" PLATE HEIGHT _ _ _— 9'-0" PLATE HEIGHT 7'- " T.O. WINDOWS 7'-0" T.O. WINDOWS Z n ^ w ❑ I ❑ ❑ W T. . FIRST FLOOR - -- - - O T.O. FIRST FLOOR _ - - -— CEDAR PERFECTION SHINGLES O�O O��O ' ^ E R I G H T S I D E E L E V A T I O N 3 SCALE: 1/4" = 1'-0" w rr cc -12- ASPHALT SHINGLE ROOFING 10 2032 ASPHALT SHINGLE ROOFING 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT 6-8 T.O. WINDOWS 6'-8" T.O. WINDOWS CEDAR PERFECTION SHINGLES Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T.O. SECOND FLOOR T.O. SECOND FLOOR PROJECT 9'-0" PLATE HEIGHT -- 9'-0" PLATE HEIGHT 7'-0" T.O. WINDOWS ❑ • ❑ ❑ —_ _ _ 7'-0" T.O. WINDOWS SIDE ELEVATIONS ---------- T.O. FIRST FLOORDATE: 11/14/13 �— — — T.O. FIRST FLOOR CEDAR PERFECTION SHINGLES PROJECT No. 5/4"x4" WINDOW DRAWING BY. F.SOLIS 71 & IDOOR SURROUNDS CHK BY. (TYPICAL) ADE DWG No. [Al-F0040 E L E FT S I D E E L E V A T I O N 4 OF7 4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 71'-0" IN, la Im P 20'-0" 51'-0" 3 27'-0" qAT w 0� y r' ARCHITECT � - - - - - - - - - - - - - - - - - - - - - - - Qw1 20' 6" W z 8" I— 25'-8" o- ooz I I REVISIO D E S C R I P T ION MASONRY DECK CONSTRUCTION I C o F w I 8" POURED) CONCRETE FOUNDATION f 6/2/14 OUTSIDE CELLAR STAIR CL°D w WALL ON 8'"X16" POURED CONCRETE 6 I--z o I I 23'-6" FOOTING (TYP) 4" POUREDI CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL 5'-0" — — — — — — — — — — — — — — — F- — — — — — — — — — — — — — — I I I � 26'-4" 8" L — — — — — — — — — — — MASONRY DECK CONSTRUCTION — — 8" POURED CONCRETE FOUNDATION 1 ALL ON 8"X16" POURED CONCRETE I 0200 G 7 FOOTING (TYP) I I I I I 11 \b IN UP 10 I I 4" POURED CONCRETE SLAB OVER 6 MIL. I I I I I I -3 S PS TO RAE m POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL I — I M.O. _1 —J O F o wa - owz — — — — — — — — — — — — — — — — — — — — — — — — — ��- — — — — — — — — — — — N o III I 10„ (— - - 2s'-5" I I I ° 22'-1II'I —1 1 o 0 0 ` IIII I I I II II 1 ~Li 3'-0" Of IIII I I Il` � _ Li �W II CIELLAR I L �Zo DOUBLE UP JOIST UNDER KITCHEN III A I � � 0 — " I I 9'-IO WALLS In z ISLAND AND ALL AREAS WITH TILE -' r x _� rn •F _ l0 e.ld FOUNDATION WALL L — — — — — — — — — — — — — — — — 0 C L L A R FIN. FLOOR. 1 _ -i O J C "X20" P.C. FOOTING N I I Oj o w o " I I ( CA (2 BARS CONTINUOUS "� I I cli W 9—0 WALLS .. I r7 ~Q ? " 10 � '"to z 10" P.C. FOUNDATION WALL o _._ RV to ®� 4 POURED CONCRETE SLAB F to ON 10 X20" P.C. FOOTING i r I OVER 6 MIL. POLYETHLENE 111Z �r� ®� TRANSFERED POINT LOAD ''� ir VAPOR BARRIER ON WELL LJ� j (2) BARS CONTINUOUS FROM FIRST FLOOR M r- 9 coM CTED POROUS FILL pl 1 ^ 3 1./2" STANDARD STEEL PIPE COLUMN -1 r o N 1 4 RED CONCRIETE SLAB ON A 30"X30"X15" DEEP �� FI 1 o I 0 6 MIL. POLYETHLENE �i 23'-2' irel ( rn z x POURED CONCRETE FOOTING. TYP _ o It m V OR BARRIER ON WELL NoWcia _I d -i MPACTED POROUS FILL - - - - - - - - - - - - - - - - — _ —1 1morrow co �0 8 T.C. FLUE I " 19'-5" ' rx, N I M h5✓r��. ✓ �" 7'-2" �.✓^, 7'-2- ("m F _ F -jnM ®� / � 1 r P.C. FOOTING" DEEP � PROVIDE 5/8" TYPE "X" GYP. BD. � 11-4' 3-1 3/4" X 11 7/8" Ii r M BELOW I _ �J ON CEILING ABOVE FURNACE FOR I - MICROLAM GIRDER - — — — — _ - _ -J AT LEAST 3'-0" ON ALL SIDES AS _ _ _ w o I B 0 1 L E R PER N.Y.S. CODE F f I 1,1 �� -I F BE M POCKET 3 z_ G IL_ L_ — (T PAL © EA H m~ I ui Sn I I I 3ACIV12 O I 5'-5" 1 ..�^ t 7'-0" j� I I 14'= " DE INTERSECTION) I 1=U)U- I I F W L-3 SIOT03T3a 3 1/2" STANDARD STEEL PIPE COLUMN r / w - ~ 3-1 34" x 11 �/s r I z w o N-ASH ON A 30"X30"X15" DEEP I ,! I LUSH ML.\GINTO F OOR JS I n ozI �DUMP POURED CONCRETE FOOTING. (TYP) - r----} - F-1�== _ J L = J C = I a co Z I I V 1 L .__I L IL_ 1-- F Lt O 0 NE OF FRESH AIR INTAKE i' I I I WALLSUABOVE I I o (TYPICAL) I I I 0 W o I 3-1 3/4" X .- 9'-8 M�L. GIRDER L I I LL. ` FLUSH INT cc LO JS20 TS 00 I I —I cn I 10I - 3—5"— I J 1 r1 I I 3-1 3/4" X 11 7/8° L_ — n cO " `\' I o.`:i o I 0 — — 11�/a TJI JOISTS t- MICROLAM GIRDER -� Ltill J _wo 350 SERIES I 4" POURED CONCRETE SLAB I a fin-1 __V) � ;CELLAR x Z5 1 — R-19 INSULATION I I OVER POR BARRIER ON WELL �LENE �o I I °' �n (N�/ COMPACTED POROUS FILL 24- �0z I I LL 9'-0" WALLS ►i m- - _ I I ~~ 10" P.C. FOUNDATION WALL �w UP I I o 0 o, o I ON 10"X20" P.C. FOOTING o r-o I — J In 16R L _--� I o O C14 1 I (2) #5 BARS CONTINUOUS i -0 � N M 1 ry I 4" POURED CONCRETE SLAB i x 8'-8" 3'-9"' 0 14'-4" 10" I F 1 OVER 6 MIL. POLYETHLENE 0 0 � VAPOR BARRIER ON WELL BEAM POCKET �0 x I I 0 COMPACTED POROUS FILL (TYPICAL EACH �L) 117/8" TJI JOISTS = a r I 1 I GIRDER INTERSECTION) I 350 SERIES I �`) 1 r7 ALL GIRDERS SHALL BE SHIMMED ® 16 OC. INSULATION _ J 0 AS REQUIRED IN BEAM POCKETS 1 I 1 I < 1 1 I WITH STEEL SHIMS (T P) - - - - - - - - - - - - M— - - - - - - - - - - J 1I 1 I p-10 1 10" 117/e" TJI JOISTS I SLAB TO SLOPE a In U- 2 I I 350 SERIES I — — — — — — — — — — — — — — 3020 I DN. 4" TO DOORS w 3 I R-19 INSULATION MASONRY DECK CONSTRUCTION ( ? z I I m ` I ( 8 POURED CONCRETE FOUNDATION " I u-0 I o WALL ON 8"X16 POURED CONCRETE IF FOOTING (TYP) I s" I 0~0 o 4POLYEPOURED LENECONCRETE VAPOR BARRIER� 6 ON WELL I I ro I ( 1 I — — — COMPACTED POROUS FILL 1 - - - - - - - - - - - - - -� L - - - - - - - - - - - FihOD 1 � I I — — — — — — — — 3020 12'-7" C) s 1 I 3mF 0-'o , I Charles M . Thomas I ` Zwo I I a r c h i t e c t DMZ) o o K I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 IOf0 Z 22'-4" D 10 PROJECT I I I I L - - - - - - - - - - - - - - - - - - - -� R cc 3 7 20'-6" 26'-6" 24'-0" FOUNDATION PLAN 71'-0" DATE: 11/14/13 F 0 U N D A T 1 0 N P L A N PROJECT No. SCALE: 1/4" = 1'-0" DRAWING BY. F.SOLIS CHK BY. DWG No. [9-FOO51-FOO] 5O 7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN IhVHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTONS. AMP lqk ARCHITECT G . REVISION D E S C R I P T I ON 12" ML RIDGE TYPICAL ROOF CONS RUCTION 12 6/2/14 OUTSIDE CELLAR STAIR ASPH LT INGLE ROOFING 9 OVER 15# ROOF FELT ON 1/2" COX PLYW SHEATHING. 2"X10" ROOF RAFTERS 0 16' O.C. TYPICAL CEILING CONSTRUCTION A T T I C 2" X 10" CEILING JOISTS 0 16" O.C. / / I (2) 14" ML BEAM I \ W/R-38 BATT. INSULATION / (TYPICAL) \ 8'-0" PLATE HEIGHT FF—T 77 // \\ 32 FLAT ROOF CONS UC I ION TYPICAL FLOOR CONSTRUCTION %/ MBA T H R " W \ \ SINGLE PLY RUBBER ROOFING 3 \ OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD 11 7/8 TA FLOOR JOISTS 0 16-O.C. 00 0 \ \ SHEATHING. 2"X10" ROOF RAFTERS ® 16"O.C. W/3/4' PLYWOOD SUBFLOOR ® ° � \\ PITCH ROOFFROM RESIDENCE III Do / ATTIC T.O. SECOND FLOOR 9'-0" PLATE HEIGHT_ (3) 2X10 GIRDER VT TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X ❑ ❑ PCM6616 PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. b R-15 INSULATION LIVING " R 0 0 M I o TYPICAL FLOOR CONSTRUCTION OPEN TO FAMILY ROOM Go 11 7/8 TJ FLOOR JOISTS 0 16O.C. W/3/4" PLYWOOD SUBFL W/MIN. R-19 BATT. INSULATION u LuS T.O. FIRST FLOOR luEO -- - -- oDo�o� ii=iii—l�1—ISI=1 I L PA66 0 0 o c — Q 3-1 X 11 7/8" — —III—III—IIIIII— MICROICROLAM GIRDER4" POURED CONCR GRADE FIRE STP PER • 4 MILL VAPOR BRIE CROSS BRIDGING IN LL FLR. SPANS NYS COD (TYP) AT INTERVALS NOT TOE ED 8'-0" O.C. —I I I—I I I—I I M BRIDGING TO BE 1"X3" SOLID 0 DOD OR METAL —III=III— III MAIN HOUSE FOUNDATION OLL. 10" P.C. FOUNDATION WALL Q E L L A R o W/(2) #5 BARS TOP & BOTTOM I L — — — — — — — — — ON 10"x20" P.C. FOOTING 0) — — — — — — — — — — 8" POURED CONCRETE FOUNDATION U J W/(2) #5 BARS CONTINUOUS WALL ON 8"X16" POURED 2"x6" ACQ SILL PLATE (2) #5 BARS CONTINUOUS CONCRETE FOOTING TERMITE SHIELD W/2# 4 BARS TOP & BOTTOM 1/2" DIA. ANCHOR BOLTS 4" POURED CONCRETE AB O W 030"-0" O.C. 4 MILL VAPOR BAR IER LIQUID MEMBRANE WATERPROOFING COVE rr OVER FOOTING (TYP) b 12" ML RIDGE 3 1/2" STANDARD STEEL PIPE COLUMN-j// OLUMN (2) #5 BARS CONTINUOUS ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) TYPICAL ROOF CONSTRIUOTION 12 Q ASPHALT SHINGLE ROOFING OVER 15#ROOF FELT ON 1/2" COX PLYWOOD S`TATHNIG. ADJUST PITCH TO C R 0 S S S E C T I O N � 2"X10" ROOF RAFTERS 016" O.C. TO MATCH GAMBREL RIDGE �/ 2x6 COLLAR TIES LL CC SCALE: 1/4" = 1'-0" 0 32" O.C. ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CA PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16' D.C. A T T I C T r I TYPICAL EILING CONSTRUCTION 2" x 10" u"c Ja .C. W/ R-33 BATT. INSULATION 5/18'GIP. BD. FINISHJ T. &S. 3 COAT JOB(TYP) TYPICAL WALL CONST UCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WR 1/2" CD x M A S T R S H O W E R PLYWOOD SHEATHING ON 2'X6" WD. STUDS ®1s• O.C. B D R 0 M W.I. T PICAL FLOOR CONSTRUCTION BALCONY CONSTRUCTION R- 5 INSULATION ICLOSET 11 /8 TJ FLOOR JOISTS 016"o C. SINGLE PLY RUBBER ROOFING ° A 1 H OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD W/ /4' PLYWOOD SUBFLOOR SHEATHING. 9 1/2" TJI ROOF RAFTERS PITCH ROOF FROM RESIDENCE -9'-C"-PLATE HEIGHT 3-2"x12" HDR. 5/8"GYP.BD. FINISH r-q. T.O. WINDOWS ® � E T.&S. 3 COAT JOB(TYP) TYPICAL WALL PONSTRUCTION PCM6616 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X PLYWOOD SHEATHING ON 2'X6' WD. STUDS 0 16" O.C. N F A M I L Y I I L I V I N G R-15 INSULATION CCD R 0 0 M R 0 0 M Charles M . Thomas OPEN OPEN o TO KITCHENm I I TO FOYER TYPICAL FL00 CONSTRUCTION TO r C h I ` e C ` 11 7/8 TJ FLOOR JOISTS 16"0.C. W/3/4" PLYWOOD SUBFL W/MIN. R-19 BATT. INSULATION sxs Posr � � � Q � PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T. FIRST FLOOR n PA66 —III—III—III—III—III= CONCREn Y FIRE STOP PER OURED4 MILL VAPOR BARRIER SLAB CROSS BRIDGING IN ALL FLR. SPANS J NYS CODE (TYP) _ _ III= — AT INTERVALS NOT TO EXCEED 8'-0" O.C. —II(—III—III— 3-11 3/4" X 11 7/8" AT TO BE 1"X3" SOLID WOOD OR METAL MICROLAM GIRDER GI E L L A R — — • - I I�I 2X4 KEY MAIN HOUSE FOUNDATION WALL — — — — — — — — — — — I 10" P.C. FOUNDATION WALL 8" POURED CONCRETE FOUNDATION — — — — — — — — — — — — W/(2) #5 BARS TOP & BOTTOM WALL ON 8"X16" POURED (2) #5 BARS CONTINUOUS ON 10"x20" P.C. FOOTING CONCRETE FOOTING W/(2) #5 BARS CONTINUOUS CROSS SECTIONS W/2# 4 BARS TOP & BOTTOM 2"x6" ACQ SILL PLATE TERMITE SHIELD 2X4 KEY " POURED CONCRETE SLAB 4 MILL VAPOR BARRIER 1/2" DIA. ANCHOR BOLTS ®30"-0" O.C. • 5 LIQUID MEMBRANE WATERPROOFING COVE L- OVER FOOTING (TYP) DATE: 11/14/13 3 1/2" STANDARD STEEL PIPE COLUMN— (2) #5 BARS CONTINUOUS PROJECT No. ON A 30"X30"X15" DEEP DRAWING BY. F.SOLIS POURED CONCRETE FOOTING. (TYP) CHK BY. C R 0 S S S IE C T 1 0 N Z DWG No. SCALE: 1/4" = 1'-0" W-m-Fool 6OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r too"% uj Cc L6 1 +RFS C. 5 ARCHITECT 2" X 12" RIDGE BEAM REVISIO D E S C R I P T I ON 6/2/14 OUTSIDE CELLAR STAIR TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16' O.C. TYPICAL ROOF CONSTRUCTION 2x6 COLLAR TIES ASPHALT SHINGLE ROOFING 0 32" O.C. OVER 15/ ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. 12 2'X10" ROOF RAFTERS 0 16" O.C. 9 TYPICAL CEILING CON TRUCTION 2" X 10" CEILING JOISTS 0 16" O.C. TYPICAL CEILING CONSTRUCTION A I T I C A T T I C W/ R-38 BATT. INSULATION 2" X 10" CEILING JOISTS 0 16" O.C. W/ R-38 BATT. INSULATION 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT_ 5/8"GYP.BD.FlNISHI T.&S. 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X \ / / PLYWOOD SHEATHING ON 2•X6" WD. STUDS 016" O.C. CL. R B E D R O O M \\ // B E D �R 0 M R-15 INSULATION B OONOUMS \ / CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PL SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. 00 01 '4 R-15 INSULATION TYPICAL FLOOR CONSTRUCTION ° / \ ° (2 12" ML RDER FLUSH 11 7/8 TJ FLOOR JOISTS 0 16"0.C. / \ \ W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT. INSULATION0 / \ \ 17 / \ \ T.O. SECOND FLOOR i 2 T.O. SECOND FLOOR g'—O" PLATE HEIGHT _ 9'-0" PLATE HEIGHT 5/8"GYP.BD. FINISH 5/8"GYP.BD. FINISH T. &S. 3 COAT JOB(TYP) W 1 2x45 T.&S. 3 COAT JOB(TYP) TYPICAL WALL CONSTRUCTION STEEL BEAM CONSTRUCTION \ E FEC110N SHINGLES TYVEK HOUSE WRAP 1/2• cox CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" COX -A �- CL. \ 0 FAIRING ON 2"X6" WD. STUDS 0 16" O.C. PLYWOOD SHEATHING ON 2"x6" WD. STUDS 0 16" O.C. 7 G A R A, E M R 0 0 kh I ATION i 0 61 1 HR. RATED, ° 5/8" TYPE X SHEETROCK / I L==j WALLS & CEILING / L w ® E � FIRST FLOOR 4" POURED CONCRETE SLAB OVER 6 MIL. w POLYETHLENE VAPOR BARRIER ON WELL — —I —I T.O. FOUNDATION WALL COMPACTED POROUS FILL "3-1 " X 11 7/8" - —I —� —I I— J 4" POURED CONCRETE S a0 v 4 MILL VAPOR BA RIE — I I=I I_ i=� = "'1T- tL CDI =I II=I I II-IIEII MAIN HOUSE FOUNDA11ON WALL2X4 KEY MAIN HOUSE FOUNDATION WALL 10" P.C. FOUNDATION WALL 10" P.C. FOUNDATION WALL C E L L A R — — — — — — — — — — Q W/(2) #5 BARS TOP & BOTTOM W/(2) #5 BARS TOP & BOTTOM ° ON 10"x20" P.C. FOOTING ON 10"x20" P.C. FOOTING 8 POURED CONCRETE FOUNDATION W/(2) #5 BARS CONTINUOUS W/(2) #5 BARS CONTINUOUS (2) #5 BARS CONTI%IOUS WALL ON 8"X16" POURED CONCRETE FOOTING 2"x6" ACQ SILL PLATE 2"x6" ACID SILL PLATE TERMITE SHIELD W/2# 4 BARS TOP & BOTTOM 2" DIA. ANCHOR BOLTS TERMITE SHIELD 1 / 1/2" DIA. ANCHOR BOLTS 2x4 KEY 030"-0" O.C. 030"-0" O.C. O LIQUID MEMBRANE WATERPROOFING COVE LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) OVER FOOTING (TYP) \\_3 1/2" STANDARD STEEL PIPE COLUMN ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) CROSS SECTION 3 SCALE: 1/4" = 1'-0" 4'W C VENT 4"VENT 4'VEIIT M ROOF MOI ROOF m ROOF ROOF (mo) (TYP.) ( 1HRU•) �THRU ROOF �1-1/2Y 2'V 1 I 2y 1 r I ut-1/2v MlC UV I W I�C IUY IUV I W.C. weI sm UV I UV I KC. HOUSE SI�M4R I " SIM I SIM I SIM I u I I SECOND FLOOR 1-I/f t-t/r _-- --�r- rT--- r- Charles M . Thomas dot-t/ry �t-t/ry -2-V Tum ,� ; I I Imo, a r c h i t e c t IsNK ¢C IUY (SINK Tam FRESH AIR INLET i SIM i PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 FIRST FLOOR t—t/2' t-tl� r r t-tir t-t� t tn' a PROJECT Lr— i CONNECT TO APPROVED P.V.C.PIPE PITCHED F.A.I. &SANITARY SYSTEM AS PER N.Y.S.CODE PLUMBING RISER DIAGRAM SCALE: N.T.S CROSS SECTION RISER DIAGRAM DATE: 11/14/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. W- 007 - 00 7OF7 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS,