Loading...
HomeMy WebLinkAbout40435-Z Town of Southold 9/8/2017 o _ P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39203 Date: 9/8/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 360 Masters Rd., Laurel SCTM#: 473889 Sec/Block/Lot: 126.4-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2013 pursuant to which Building Permit No. 40435 dated 1/27/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered front porch, rear stone patio,rear screened porch with roof deck, attached two car garage and outdoor shower stall as applied for. The certificate is issued to LePera, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0061 8/22/2017 ELECTRICAL CERTIFICATE NO. 40435 5/10/2017 PLUMBERS CERTIFICATION DATED 6/23/2017 rX JD's lumbin &Heating ut o ' ed Signature 1 SU D t�,c TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o • V 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#: 40435 Date: 1/27/2016 Permission is hereby granted to: LePera, Susan 60 Old Field Rd Huntington, NY 11743 To: Construction of a new single family dwelling as applied for per SCHD approval. Replaces BP#38751 At premises located at: 360 Masters Rd., Laurel SCTM # 473889 Sec/Block/Lot# 126.-4-4.1 Pursuant to application dated 1/29/2016 and approved by the Building Inspector. To expire on 9/30/2017. Fees: PERMIT RENEWAL $1,128.60 Total: $1,128.60 J Building I spector �sUFEnt,r, TOWN OF SOUTHOLD ��o copy BUILDING DEPARTMENT TOWN CLERIC'S OFFICE Irv, • 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#: 38751 Date: 3/31/2014 Permission is hereby granted to: LePera, Susan 60 Old Field Rd Huntington, NY 11743 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 360 Masters Rd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-4-4.1 Pursuant to application dated 12/2/2013 and approved by the Building Inspector. To expire on 9/30/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,257.20 CO -NEW DWELLING $50.00 Total: $2,307.20 Building Inspector f Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval ofelectrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.architect or engineer responsible for the building. 6. Submit'Planning Board Approval-of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. - 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4- Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 1 / Date. L©`o New Construction: V Old or Pre-existingBuilding:g (check one) Location of Property: _�27(od pV(, {L�?� VOAp IAAtjv�� ouse No. ' Street Hamlet Owner or Owners of Property: CSCL-Ca, SL�j Suffolk County Tax Map ANon I000,'Section [ ' Block CD- �— Lot " Subdivision Subdivision �_��(9C- ., DW f -Piled Map. dZ[ Lot: Z'72 � 22 Permit No. Date of Permit. Applicant: Health Dept.Approvhl: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: -114 $ GLS Applicant Signature oF soUr�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a roper.riche rt(a-D-town.southoId.ny.us Southold,NY 11971-0959 OU�.�p�®y AY tl B, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Le Pera Address: 360 Masters Road City: Laurel St: New York Zip: 11948 Building Permit#: 40435 Section: 126 Block: 4 Lot 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jeffrey Mazzoni Electric License No: 31525-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 45 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 8- ARC Fault Circuit Breakers, Gas Cook Top, Electric Wall Oven. Notes: Inspector Signature: 7Date: May 10, 2017 0-Cert Electrical Compliance Form.xls Q��oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 GD Southold,NY 11971-0959 BUILDING DEPARTMENT B TOWN OF SOUTHOLD AUG .3 0 2017 T" TO"vTZ-4 OF SOUTHOLD CERTIFICATION Date: 2 3 l Building Permit No. �� Owner: (Please print) Plumber:`s 6'-' k-t ntti (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) n Sworn to before me this day of_�(.c.►' 1 20L t.QutS MYAICK JR Notary Public-State of New York NO.01 MY6262199 Qualified in Suffolk County My Commission Expires Aug 20 2020 Notary Public, County 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL (� 1 �p Board of Health SOUTHOLD,NY 11971 6L; C IJ °/ 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 —2 2013 Survey SoutholdTown.NorthFork.net PE - Check Septic Form BLDG DEPT N.Y.S.D.E.C. TOWN OF SOUTHOLD Trustees C.O.Application Flood Permit Examined 20_t� E C E - Single&Separate Storm-Water Assessment Foran Contact: Approved �j 120 ( OCT 013 Mail to:C�c0A_ Disapproved a/c BLDG DEP p TOWN OF SOUTHOLD Phone: (p + —7 2-77 (Q j Expiration ,20 Bu g Inspector APPLICATION FOR BUILDING PERMIT Date 112 , 20 f INSTRUCTIONS tl a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. fel (Signature of applicant or name,if a corporation) 0:? 0K 77 Ja vDg+ K)Y ((q 4-7 _ (Mailing address of applr� 'cant) State whether applicant is owner, lessee, agent, architec , engineer, general contractor, electrician, plumber or builder Name of owner of premises Sy5A-,N (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. R:100111e} Y°Lt"11 1. Location of land on which proposed work will bep, House Number Street Hamlet County Tax Map No. 1000 Section 12,(,P Block 047 Lot �- `/� r Subdivision Vel�aa iyVe A, L ' V0WM Filed Map No. yt Lot L3 A LIZ- 2. IZ2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA—�A- �ti 1:�: is ,,. b. Intended use and occupancy g"!i ,(,�, t� 1GrL- p y S(A1� K id 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �j®, 000 Fee (To be paid on filing this application) 5., ,If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6,,:, :hf b mess,,commercial or-mixed occupancy, specify nature and extent of each type of use. 7. Di nsions of existing structures, if any: Front 0.611- Rear Depth Heigh Number of Stories Dimension of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear (b-3, Depth Height `�, Number of Stories 9. Size of lot: Front f`2� Rear Depth LTZ. l 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 1/ &0 V-�L 14. Names of Owner of premises OV-414fS Ld il- Address Phone No.651- 007-(010'2,7 Name of ArchitectC&y6c50kv jwt-, Address p Phone No Co 3;1-7 Z-`7-�7`111 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO 4/ * 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 t/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application fdvdq*qMWR Notary Public,State of New YOrk No.DIRU6020932 Sworn to before me this cuaiified in Suffolk County of` day of � 20 � ission Expires March Notary Public Signature of Applicant D CHARLES M. THOMAS R.A., rLLC OCTc 206 LINCOLN STREET C 1 7 2016 RIVERHEAD, NY 1 1 901 (1531 )727-7993 90 UDINGDEM ODTHOMAS63 @AOL.COM TOWN OFSOUMOLD AUGUST 23, 201 6 Building Department Town of Southold Re: LePera Residence 360 Masters Road, Laurel, New York BP # 40435 r 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 framing and strapping (roof, wall and floor) conform to my plans and specifications and the 2010 Residential Code of New York State. Thank you for your attention to this matter. Please contact me with any questions you have. Very ru yours, CHARLES . THOMAS, R.A., , A 14b ' "A. c n� 1. 1 1 0 • . � . 1 1. ///LTJ ITAY • r • • it N , R7mfi I1' �r malls E INSULATION STATE ENERGY CODE r -- In - M�M A W�,1." LE W EWA ri,l:�i�UI I ZIf Z,rjA 'A ORA ulas TAA rrir� LLQ 1..��✓ t, rat so 4cou T TOWN OF' THOLD BUILDING DEPT. OWN F' 765-1802 N S 'SPECTION 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: DATE - - INSPECTOR 1 O��OF SOUT,yO :Nh . ao Qu�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] OUNDATION 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 [ ] CA NG REMARKS: DATE - INSPECTOR Ol� ��OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) REMARKS: Q c In -wA -6 C"94 (Ala wt t = DATE 1 INSPECTOR / OF SOUTyolo J � � d � • �o UNi'1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOI47j� O� SOF SOUL ��y�OUNi'1,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELTRICAL (FINAL) REMARKS: S U4;b1„ f •(/ Puw-e, ftww vr DATE ll INSPECTOR OF SOUlyolo b \ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DINE G INSPECTO EDF SO o`o o eourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [YFF GH PLEIG. FOUNDATION 2ND [ LATION FRAMING / STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �WA Dwofltm lS V% c�tos iy� = (� Ddu. DATE INSPECTOR VMFZIAWA Dq J SOF SOUTH �o� Olo y O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ rFINAL ULATION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: cum Y111�17�a� �� f !✓ DATE 9130 INSPECTOR New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • FAX: (631)444-0360 game Website: www.dec.state.ny.us _ LETTER OF NON-JURISDICTION FRESHWATER WETLANDS ACT Susan Lepera• November 6, 2008 60 Old Field Road Huntington,NY 11743 Re: Application#1-4738-03844/00001 Lepera Property, 360 Masters Road, Laurel SCTM#11000-126-04-4.1 Dear Ms:Lepera: Based on the information you submitted, the Department of Environmental Conservation(DEC) has determined that your property at the above referenced site is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act(Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes,modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Permit Administrator cc: Bennett Enterprises BOH "file li �- Scott A. Russell �d°s `r00, James A. Richter, R.A. SUPERVISOR U> - �53 TNOFSOUTFOL . Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 U OI D)`�TE4f 1971 Telephone#: (631)-765-1560 � �. 7�i5-=�9g1v;MICHAEL.COLLINSQTOWN.SOUTHOLD.NY.US ' JTOWN.SOUTHO S 3 1 2014 Office of the EngineerTown of SoutholdBLDG DEPT D STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant) NAME: (j H A R(,�2 1 leo WDAS NAME: L'. rPep kfs)0 hUC6 ADDRESS: Po So)( zADDRESS: 360 m h$7ggZ-5 POAP AvM65POR-r Wf )194? 1-40P.a- Hew y0gr— Telephone Number: (o 31 "1 Z? 1913 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 8.6'x 11"Envelope&Appropriate Postage. DATE: L 12) _ 13 Property Address / Location of Construction Work: 360 1�(�sr�s�s IRo0p , l..A�uR�L ,- t�Y, SCTM #: 1000 � � �[ 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 Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. *** FORI ING DEPARTMENT USE ONLY **** Reviewed By: s Date. Ap rov ❑ Additional Information Required: FORM * SMCP-TOS JAN 2014 CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST Q z DATE: :3- �G�" APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) NAME: O K A�RL41, ��6 M A � S C T M #: 1000 I2* A_ 3J Telephone Number: (23B 1MI 113? 3 District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(CX2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum z Intervals) 00 g. Location of all existing & proposed structures, roads, �OLl driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 0 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) �0 FORM * SWCP Check List-TOS JAN 2014 Town Hall Annex � l� Telephone(631)765-1802 54375 Main Road n 1 �� - P.O.Box 1179 G Q ro er.richert Southold,W 11971-0959 �Q �® DD j- ���UII�`I,�� MAY 13 2016 11 WADI SIG DEPARTMENT TOWN OF SOUTHOLD BUMDIKG Dir. � APP.LiCATION FOR ELECTRICAL INSPECTION TOWN OF 5OUTHOLD - - f REQUESTED BY: � �cfl Z �1; Date: Company fume: OAZ Name: 14 '- License No.: � Address: ' Phone o.: - JOBSITE INFORMATION: (*Indicates required information) *Name: 4 *Address: � C14�(moo ��,c-�� � � I ,r,� l �t•� *Cross Street: Q��s� ��� *Phone No.: Permit No.: 40 13 5 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ale— A J (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate:.- ES NO ! Temp Information It ded) ! *Service Size: 1 Phas 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Mete Change of Service Overhead Additional Information: _PAYMENT DUE WITH APPLICATION X82-Request for Inspection Form f v *6CJ � ` LV �Q d Town Hall Annex 41 4 Telephone(631)765-1802 54375 Main Road cr+ (631)765-gg5p2 P.O.Box 1179 t✓ @ roper richert _OWn.SOUth015.nV.us ' Southold,NY 11971-0959 i s BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: (-(ftA ��n` Date: l j Company Name: Name- License No.: Address: DAUITnnAvg, 40 Marmoi 419 _ F• Phone No.: (-0'-2)1 - OI JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �,(�� AA&- r� ,f2j *Cross Street: ()-P con, C- V-)/7 k-)i LA *Phone No.. Permit No.: Tax-Map District: 9000 Section: - Block: Lf. Lot: ^ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) T— ! lJ , sic_IIS (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough I Final *Do-you need a Temp Certificate: YES! NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Changes€Serv�+ceOverhead Additional Information: PAYMENT DUE WITH APPLICATION � ! !�! til b1 is .824ReWest for Inspection Form J�� f, pr'- "«,y...., — .. • _ _ - - .,,I....-..- .,....-�._......_�... £t: ._7- 4 -- alt ' S +. BUILD:IN:G. DEPARTMENT n = , ;� =f P TOWNrOS.OUTHOLb' �fTowii Hail Annez�'4;54375 Main`Roadi�t?O:.Boz',1'779'�'SoutHold„NYy1197.i-0959 !� - :.Telephiine.'t -i 765=18024 Fax.(831)765 • l , I T • ---_______--_1LL__� ____fes_ --- �5'�-_- -------�------ ----- •---- - ------ -- - i 6 -4. ST --� 31 --- ' I ' Southold Town Building Department ��Q�OSUFFat'�caGy P.O.Box 1179 Permit#: 38751 a 53095 Main Rd Southold,New York 11971 Permit Date: 3/31/2014 (631)765-1802 Expiration Date: 9/30/2015 Parcel ID: 126.4-4.1 BUILDING PERMIT RENEWAL LETTER Dated: 1/14/2016 Applicant: Thomas, Chuck Location: 360 Masters Rd, Laurel Work Description: SINGLE FAMILY DWELLING Construction of a new single family dwelling as applied for per SCHD approval. A FEE OF $1128.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: LePera, Susan Address: 60 Old Field Rd Huntington,NY 11743 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. gt s ern-e L n rill MCI* oe hou 'AT JAN 2 5 2016 �k Via, _...��.�.^� � ���.. >,� Y'- it Make srlre your pet —,4KS-71 wears an identification tag to mwhk him to be retuit 0�Ouiflost- 45798NP1 CARDO SITE DEVELOPMENT, INC. P. O. BOX 506 QUOGUE, N. Y. 11959 (631) 653-4377 SEPTIC CERTIFICATE HEALTH DEPT REF # elf n SUFFOLK TAX MAP # 2-Q3 - Name of applicant L7�5t-L—f Phone 1) > Address c Property location (include tie distance to nearest -cross street) `` a HamletAa Township Subdivision Lot # Date of system installation: 4 Type of system installed: Septic Tank (a) Volume: •6-TI (b) Type: P ecast (c) Slab( Traffic slab( ) Dome( ) Leaching Pool (s) (a) Number & size of pools: (b) Type: P ecast (c) SlabM Slab( Traffic slab ( ) Dome ( ) I hereby CERTIFY that the private subsurface sewage disposal system described above has been installed according to current criteria of the Suffolk County Department of Health. SIGNATURE Y i , TITLE SUF CNTY C.I.R.SEPTICC #193-LW DATE /'� �d Venture Title Agency,Inc. 501 West Main Street,Patchogue,New York 11,772 Mailing Address:P.O.Box 10,Blue Point,New York 11715 u Tel(631)758-1180—Fax(631)758-1147 DEC -2 2013 VENTURE TITLE AGENCY,INC., as Agent for FIRST AMERICAN TITLE INSURANCE BLDG DEPT COMPANY OF NEW YORK,INC. TONIN OF SOUTHOLD does hereby certify to: TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk,in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1983 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1983 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the"owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to Twenty Five Thousand($25,000.00)Dollars for negligence only. NO policy of insurance is to be issued hereunder. �4#9 ANC C.FA'RRELL Presid nt/Title Officer Title Number:VA-009785 remises: 360 Masters Road,Laurel,New York District: 1000/Section: 126.00/Block: 04.00 /Lot: 004.001 Date: ovember 19,2013 Sworn to.befoie me this 190'Day of November,2013 Qom"—' NOTARY PUBLIC LAURIEANNE POVINELLI Notary Public,State of New York REPRESENTING No.01P06093860 First American Title Insurance Company of New York,Inc., Qualified in Suffolk County () Commonwealth Land Title Insurance Corporation, Commission Expires June 9,20. Stewart Title Insurance Company and Westcor Land Title Insurance Company 9 Chain of title for Subject Premises: 1000-126.00-04.00-004.001 Map of Property of A.L.Downs,Laurel,L.I.,N.Y. Filed: 08/14/1929/Map No.: 21 Lot(s):22&23 Marie C. Gunner Deed To Dated: 12/13/1957 , Albert J.Mastropaolo and Recorded: 01/02/1958 Annie G.Mastropaolo, as Liber: 4411 Page: 211 Tenants by the Entirety --------------------------------------------------------------------------------------------------------------------- ANNIE G.MASTROPAOLO DIED 05/10/1970 A RESIDENT OF SUFFOLK COUNTY. SURROGATES COURT INDEX,#830P1970. --------------------------------------------------------------------------------------------------------------------- Albert J.Mastropaolo Deed To Dated: 10/03/1984 / John Rajic Recorded: 10/25/1984 ✓ Liber: 9666 Page: 72 --------------------------------------------------------------------------------------------------------------------- Bozena Nedi Rajic Kearns,as Deed Administratrix of the Estate of Dated: 09/01/2000 John Rajic,deceased Recorded: 01/09/2001 To Liber: 12095 Page: 583 Bozena Nedi Kearns and Mary Ann Rajic,as Joint Tenants --------------------------------------------------------------------------------------------------------------------- NO PROOF OF DEATH FOUND FOR JOHN RAJIC IN SUFFOLK COUNTY. --------------------------------------------------------------------------------------------------------------------- Bozena Nedi Kearns,a/k/a, Deed Nedi Bozena Kearns and Dated: 07/16/2008 Mary Ann Rajic Recorded: 07/28/2008 To Liber: 12559 Page: 595 Susan LePera LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- Blue Point,New York VE;XESENT TLE AGENCY, INC. Sworn to before me this BY 19u'Day of November,2013 .F LL /TITLE OFFICER NOTARY PUBLIC LAURIEANNE POVINELLI Notary Public,State of New York No.01P06093860 Qualified in Suffolk County Commission Expires June 9,20.L� Chain of title for Premises to the North: 1000-126.00-04.00-002.001 Map of Property of A.L.Downs,Laurel,L.I.,N.Y. Filed: 08/14/1929/Map No.: 21 Lot(s): 24,25&26 Florence Downs, as Executor of the Deed Last Will&Testament of Arthur L.Downs Dated: 11/09/1950 To Recorded: 11/09/1950 Albert J.Mastropaolo and Liber: 3149 Page: 536 Annie G. Mastropaolo, as Tenants by the Entirety AFFECTS FILED LOTS 25&26&MORE --------------------------------------------------------------------------------------------------------------------- Marie C. Gunner Deed To Dated: 10/29/1952 Albert J.Mastropaolo and Recorded: 12/01/1952 Annie G.Mastropaolo, as Liber: 3443 Page: 435 Tenants by the Entirety AFFECTS FILED LOT 24 ONLY --------------------------------------------------------------------------------------------------------------------- ANNIE G.MASTROPAOLO DIED 05/10/1970 A RESIDENT OF SUFFOLK COUNTY. SURROGATES COURT INDEX#830P1970. --------------------------------------------------------------------------------------------------------------------- ALBERT J.MASTROPAOLO,a/k/a,ALBERT J.MASTERS DIED 06/11/1989 A RESIDENT OF SUFFOLK COUNTY. SURROGATES COURT INDEX#13401989. MARNA MASTROPAOLO IS NAMED AS EXECUTRIX OF THE ESTATE. --------------------------------------------------------------------------------------------------------------------- Mama Mastropaolo,as Executrix of the Deed Last Will&Testament of Albert J.Mastropaolo Dated: 02/02/2001 To Recorded: 03/12/2001 James D'Addario and Liber: 12106 Page: 970 Janet D'Addario,his wife AFFECTS FILED LOTS 24,25&26 LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- Blue Point,New York VE TITLE AGENCY, INC. Sworn to before me this BYE �G�2%U &--LL 19"'Day of November,2013 ,�I ANC C. PRESIDENT/TITLE OFFICER NOTARY PUBLIC LAURIEANNE POVINELLI Notary Public,State of New York No.01P06093860 Qualified in Suffolk County Commission Expires June 9,2 —U Chain of Title for Premises to the East: 1000-126.00-04.00-005.001 Map of Property of A.L.Downs,Laurel,L.I.,N.Y. Filed: 08/14/1929/Map No.: 21 Lot(s): 27,28,29& 30 Florence Downs, as Executor of the Deed Last Will&Testament of Arthur L.Downs Dated: 11/09/1950 To Recorded: 11/09/1950 Albert J.Mastropaolo and Liber: 3149 Page: 536 Annie G.Mastropaolo, as Tenants by the Entirety AFFECTS FILED LOTS 27&MORE --------------------------------------------------------------------------------------------------------------------- Arthur C.Downs,Anita D.Weaver and Deed Esther Strand Downs,as Sole Dated: 02/04/1965 Legatee under the Last Will& Recorded: 03/08/1965 Testament of Lynwood G.Downs, deceased Liber: 5710 Page: 365 To Albert J.Mastropaolo and Annie G.Mastropaolo,his wife AFFECTS FILED LOTS 28,29&30 --------------------------------------------------------------------------------------------------------------------- ANNIE G.MASTROPAOLO DIED 05/10/1970 A RESIDENT OF SUFFOLK COUNTY. SURROGATES COURT INDEX#830P1970. --------------------------------------------------------------------------------------------------------------------- ALBERT J.MASTROPAOLO,a/k/a,ALBERT J.MASTERS DIED 06/11/1989 A RESIDENT OF SUFFOLK COUNTY. SURROGATES COURT INDEX#1341P1989. MARNA MASTROPAOLO IS NAMED AS EXECUTRIX OF THE ESTATE. --------------------------------------------------------------------------------------------------------------------- Mama Mastropaolo, as Executrix of the Deed Last Will&Testament of Albert J.Mastropaolo Dated: 02/02/2001 To Recorded: 03/12/2001 Janet D'Addario Liber: 12106 Page: 971 LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- Blue Point,New York VE 70 TITLE AGENCY, INC. Sworn to before me this BYiPISENT 19"'Day of November,2013 F LL/TITLE OFFICER NOTARY PUBLIC LAURIEANNE POVINELLI Notary No.01PState of w York 06093860 Qualified in Suffolk County '- Commission Expires lune 9,20 " Chain of Title for Premises to the South: 1000-126.00-04.00-011.001 Map of Property of A.L.Downs, Laurel,L.I.,N.Y. Filed: 08/14/1929/Map No.: 21 Lot(s): 21 James F.Higgins and Deed Margaret Higgins,his wife Dated: 08/14/1974 To Recorded: 08/16/1974 Warren C.Wheeler and Liber: 7696 Page: 86 Iris E.Wheeler,his wife LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- Blue Point,New York VEiPRESfEN'T TITLE AGENCY, INC. ell Sworn to before me this BY &�62 19u'Day of November,2013 F LL /TITLE OFFICER NOTARY PUBLIC LAURIEANNE POVINELLI I Notary Public,State of New York No.01P06093860 Qualified in Suffolk County �J Commission Expires June 9,20— Chain of Title for Premises to the West: 1000-126.00-04.00-028.001 (a/k/a Masters Road) Described Property Josiah P.Howell and Deed Lydia Howell,his wife and Dated: 12/11/1826 Henry Gardiner and Recorded: 01/15/1827 Polly H. Gardiner,his wife and Liber C.Asst. Ck.246 David H.Hubbard To Daniel Downs,Jr. --------------------------------------------------------------------------------------------------------------------- DANIEL DOWNS DIED 11/07/1900 UNDER SUFFOLK COUNTY SURROGATES INDEX#15051. THE LAST WILL&TESTAMENT LEAVES HATTIE DOWNS THE BENEFICIARY OF HIS ESTATE AND ARTHUR C.DOWNS THE EXECUTOR. HATTIE F.DOWNS DIED 02/09/1915 UNDER SUFFOLK COUNTY SURROGATES INDEX#21304. --------------------------------------------------------------------------------------------------------------------- General L.Rains,as the County Deputy Deed Treasurer of the County of Suffolk Dated: 03/06/1986 To Recorded: 03/07/1986 County of Suffolk Liber: 9992 Page: 559 --------------------------------------------------------------------------------------------------------------------- NO DEED FOUND RECORDED IN THE SUFFOLK COUNTY CLERK'S OFFICE FROM THE COUNTY OF SUFFOLK INTO ARTHUR C.DOWNS. --------------------------------------------------------------------------------------------------------------------- General L.Rains, as the County Deputy Deed Treasurer of the County of Suffolk Dated: 07/01/1991 To Recorded: 07/02/1991 County of Suffolk Liber: 11292 Page: 595 ---------------------Y----------------------------------------------------------------------------------------------- County of Suffolk Deed To Dated: 11/30/1995 Thomas J.McCarthy Recorded: 12/15/1995 LAST DEED OF RECORD Liber: 11754 Page: 476 --------------------------------------------------------------------------------------------------------------------- Blue Point,New York VENTURE TITLE AGENCY, INC. Sworn to before me this B *'PRLESEIN�T 19`"Day of November, 2013F �//J�(�//\�/\ `11///x/, ] /TITLE OFFICER NOTARY PUBLIC ` LAURIEANNE POVINELLI Notary Public,State of New York No.01P06093860 Qualified in Suffolk County Commission Expires lune 9,20— VitN BH4!/YT TA ND Y v $ 3 76.¢C Z'E.D'EL L THOMO.S oN SO ' o s a' sc sa i 1 h O Nrz Ns- _� N It I J G FVy � � _Sf J C/ W � o. / y o�1 Plk FILED FM�G 21 Ido. a v •° :i � 6+e� q U 276 300 w N 216 300 .1 _ N sr's � gee, �•/ ds� 8c ••' d' / h � f.——,_� 40 p�� � •� p�` \ ge°. / p ot 0 ; r � ,• �� ��° ��� //I(�1 � � \ �Ldp L\ ice ao ?00 ��,���♦%\ `'' � f r \ o O pb` b \ �1 0 , \ r UNLESS DRAWN OTHERWISE, ALL PROPERTIES a= 0 ARE WITHIN THE FOLLOWING DISTRICTS: ..I SCHOOL 9.11 SEWER Q NOTICE Q FIRE 30 HYDRANT N Z75 ° ° a MAINTENANCE, ALTERATION, SALE OR V5.700 INSERT 11 4 275.700 I LIGHT 46,47 WATER SCALE 1°3106 SUFFOLK CO OF ANY PORTION O THE SUFFOLK COUNTY TAX NAP IS PROHIBITED PARK i'1 REFUSE WITHOUT WRITTEN I'MUSSIOH OF THE REAL PROPERTY TAX SERVICE AGENCY 0 i U. H SobdirisionLot Na A icEr� 0 COUNTY OF SUFFOLK Tom oFSOUTHOLD Ioac ' •R.--• N � 0 0 200 400 z Deed Dimension ar — 2= Real Property Tax Service Agency VILLAGE OF �� 12 Seded Dimension 62's 125 126 134 SCALE INrEET 23 DAka ,y,(,q County Center DISTRICT NO, 1000 �— Rl) ColculaledAreo 12AId 124 Riverhead, L. I., New York I Dale oI Completion 'O ( O I r z Iso• 18 fit) .. V 0 Mod q IN. ►� $' i �°� rill ID A—M N fie, i o 0 U) \\ ILL a ESS DRAWN OTHERWISE, ALL PROPERTIES O� Z WITHIN THE FOLLOWING DISTRICTS: (VG m DOL 9, i l SEWER Q a 30 N Q E HYDRANT N 275,700 INSERT °B° w N 275 700 HT 4" 47 WATER SCALE I°=100 K 71 REFUSE (rm a I® c I0 Revisions KEY MAP 1 .7COUNTY OF SUFE! [1000] - TOWN OF SOUTHOLD / 12600 / [03/23/1983] SEE SEC. NO.12 S � MATCH A v \ 9` Qa♦ Gy� .� /at /r04t.oo%� cP♦ 'm gym• J. Via+ 4 �m\% \ �� oL♦ 4a�� gra a � W / ♦ Q .i a oma" b— +• .�� o� q. so`fo. \�; a ffiO Pe'i ab0 �. O��'� yca or � Gc b ". : 4'.a ��;o. /�'�Sp�� 4`/ o.�� A �• moo.sa�+ G'Qa♦ ,� "-0 $ .' o.` .9� of?/ i� 9 ` �'l� e+,fp QO`' `twat B ~'b. eo.aa�♦ at � ms � _ rr. `o �v. •o ya'9 �a P+' .g \. vra`°F Pe„ "... ¢o♦ + fs �♦ a`y moo. ♦ / � G � N = vt.`� � P` �$\.��� YSS(. u'`�♦ es. o+ •W �o+ N..._ Ja Pa �. tee. Z - � w/ ams e; r6 \ 4+' i0` •a}e♦ ~+O Td co . 'o Yaa / .9 - w 40 ad ►ed ter'•- ~o• oy ew m /9 Q/ �'�a /Jio, ♦$ 'b• P` o♦ � s�• +�+ + � � =v. � N a g+•; ro �^�a ao.020 �1 44� �J�Po4 ��\ � - set •'d► +ed u� M Y{ yz fP i�o �� .4 .�r�s. od `O O tp Pogo tr � 0.V• tod ad�yo+od � .+a�� r e. s. e'er. ee t. ♦ _� �Qtft. a - +ed os o+ r . 'acs 4a. or— •• =�• •` �."o. r0 aeo' sot 4F o %oa ~ .a !'o /eo• sa• =.04'�� 7b� o'�� o r �• �C� atr 4 J ie / e �. �e o �as .;d 4 mo � oe• % /8 epos l A •! am. de � 16 � /� \� oo- IAfCJ Qo- s�PJgq ,22q�. �/ /ej, �' +e♦ ♦q♦ Pa- .S�a I9 /�. \ � 2 z� ��/ • of ,Y o0 2/ 4t• /qD• �y a 2 y 5 e4e� .4 1aoayao 2 3 roo•�` Ab. •�a qac do ?�' o- ; G� toe• �• rr 40o r,. 6` T � toque 40 toy tmt� 3 pro; sy ao. re,q qtr' -Aj < �d1 1 O o0 O 7O - � trot CJ1 C -4sa L.Q CNi �ae� 4g STEEL OR We 1 EXTRA STRENGTH FILTER FABRIC POST(TYPJ -- - - L LANDWARD EDGE OF F REQ'D. WITHOUT WIRE MESH SUPPORT WAETLANDS AS DEUNE/ LO' MAIL. O.C. SPACING ENVIRONMENTAL CONST W/WIRE SUPPORT FENCE -� 6' WAX. O.C. SPACING - W/O WIRE SUPPORT FENCE i.,�•. FLOW .:r;• :.. TaT:, �.4• ATTACH FILTER?AERIC SECURELY TO UPSTREAM SIDE OF POST SILT PENCE DETAILS xar TO sriLE NOTES:SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSART. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. Z 38' HIGH POLE(MAX.) STEEL OR.WOOD POST rc FLOW in Q o F s� .eF�? 2' �.Ttsb • a a ♦"X 6'TRENCH W/COMPACTED BACKFILL TRENCH DETAIL �i lo 'p boo ..,- V,e� a �c ��`��S��ePNCE Ile- Ct oor— kjk EL. 16.9' EL. 2.7' wait o� S 0000, o �v� I T E P L A N s ='+ SITE DATA: SCTM # 1000-126-04-4.1 LOT AREA = 18,095 SF LOT COVERAGE WITH HOUSE, SCREEN PORCH, BLUESTONE PATIO AND FRONT ENTRY = 15.41% 0 40 'j ARCH ITE REVISIONS D E S C R I P T II SURVEY INFO TAKEN FROM 3-23-14 SURVEY BY PECONIC SURVEYORS,P.C. DATED APRIL' 29, 2008 USED WHERE TOPSOIL IS NECESSARY FOR NOTES: f. AREA CHOSEN FOR STOCKPILING OPERATIONS )ING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ZARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. LTIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 'RIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED.- SQUIRED PERIOD OF USE. _ SLOPE OR LESS :E ENTIRE PILE 1 STATION OR COVER �e NV \4/ \1/ NI/ \11, q/ NI/ w oZ oY �� � I STRAW BALES OR SILT FENCE W O � SOIL STOCKPILE V) > I vd � �d W LID 5' MIH. L.0W z oR TD BE suFFlaENr To - I(�P sEauENr ON SrtE �, � SLT FagN U(�/ w O O J o w Q � W 2 L - - - - - � w (DF- CLQ � r4) _j 0 HAY FENCING ANO/OR / SILT G PLAN VIEW j ROAD ';�: AC/� Charles M. Thoma SLT FENCING SANDY LOAM uCfgN ��� BASE� COY S. 3 4'STONE ULEtiD OR N.Y S D _T_APPROVED R C A SAND FILL TOGRADE TO ALLOW a r c h i t e c FINE SAND CROSS SECTION PO BOX 877 JAMESPORL NY 11947 (631) 727-7(%\ TEMPORARY CONSTRUCTION ENTRANCE .E BROWN FINE SAND (NOT TO SCALE PROJECT 'it smbi�I ��0�.4t DRAINAGE SYSTEM CALCULATIONS. yy ROOF AREA: 2,440 sq. ft �� 3 ~I q 2.440 sq. ft. X 0.17 = 414.8 cu. ft. 414.8 cu. ft. / 42.2 = 9.52 vertical N. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS u.< .,. DRIVEWAY AREA: 2,000 sq. ft. O - - 2,000 sq. ft. X 0.17 = 340 cu. ft. 340 cu, ft. / 42.2 = 8.1 vertical ft. of W dia. leaching pact required PROVIDE (1) B' dla. X 10' high STORM DRAIN POOL WITH OPEN GRATE PROPOSED a DIA. X W DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:Q- - SITE PLAN PROPOSED 8' DIA. X 10' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: TYPICAL STORMWATER UNIT vim• EMPS to BE TRwm Owmi ) (NOT TO SCALE) '. .+ FINISHED MEwa a }m ce°°usi lQ°ie tyre ma DAZE: 10/( r Twm MUM tuS t� PROJECT No. DRAWING BY. F.SO me rmt mw auras air CHK BY. 1-1/Y 471SE DWG No. I 011C0- 001 i 1 d a N ff PROPERTY Y 4 T LA UREL --- � Y y 770 KV 02F Sn UTHOLD y Y Y- ft-n-ANDS _v_ . . ,A. - -SULITFUK CO UNT�; N. Y. _7000-126=04-4.1 . SCALE: 1'=30' LANDWARD EDGE of�waM? �nrD,DffNEASEPTEMBER 29, 2006 ENWRONAkW CONSUL Na INC BY SUFFOLK i 17 2008 FEBRUARY-,?6, -20081(TOPO. & BUILDING ENVELOPE) _ MARCH 26, 2008 (B.O.H"& WETLAND FLAGS) APRIL 29, 2008 (CERTIFICATIONS) PROPOSED SEPTIC SYSTEM (3 BEDRODM'� [1] 1,000 GALLON SEPTIC TANK [2] LEACHING POOLS 6' DEEP x 8' DIAMIETER SUFFOLK�OIDRI`�l®InPART6�(a�8 OF k�IEABoTI� SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A lun REF. No N� I 'APPROVED NocT_ 1 , FOR MAXIMUM OF B"m®Oms 'cA co_ •4h�� / �S \1�0•� EXPIRES THREE FEARS FROM DATE OF ARPROVAL ¢ NN '7n Th 'r. .L� � X50°8 �� ��. \ o eaeNved/ ended u °1 x65 _k�\ / / �h� � \ t� This 2,ppW"9 - . 14 e 01 IN, / \ t°- ro \ / "A ' k 16' 9 Olt Ar CERTIFIED TO $\� SUSAN LePERA FIRST AMERICAN TITLE o / A9 /� mss_ 1INSURANCE COMPANY-OF NEW YORK s ? Q •O // ..VAY V161 �/ 1 V' S1p1dE -DGE TEST HOLE DATA McDONALD GEOSCIENCE { MARCH 20, 2iM N_ p Q. 16.9' DARK BROWN SANDY LOAM OL O CP --- 1. BROWN SILTY SAND SM UJ _ Y 1 PALE BROWN F7NE SAND SP ® t_ �y- EL Zr WATER 14.2' _ WATER IN PALE BROWN FINE SAND 'W AREA 18,095 SO. Er. EE�� 17' , ELEVA 71ONS REFERENCED TO N.G.V.D. a V 17 233 ANY AL7FRA77ON ORADDITION TO THIS SURVEY IS A VIOLA71ON OF SEC77ON 72090E 7HE NEW YORK STATE EDUCA710N LAW S8LJ=7,C.O.HEA Tij S RMIOES �� OF N;z- �} EXCEPT AS PER SEC770N 7209-SUBDIWS10N 2. ALL CER7IFICA77ONS v ,,_ �: ¢ ,�' P� Ldp NUMBERS REFER TO _ S" 'FILED HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF V" 4- �"' -IN THE SUFFOLK COLIN7Y C � N AUGUST SAID MAP OR COPIES BEAR 77-IE IMPRESSED SEAL OF THE SURVEYOR g 4c` , -*HOSE SIGNATURE APPEARS HEREON. 14, 1929 AS FILE N0. 2h.� {�;�� ��L �� F I am familiar with the STANDARDS FOR APPROVAL `I s`�� AAND CONSTRUC77ON OF SUBSURFACE 'SEWAGE _ _ _ __ _ rr.r FAMILY ,--,rr+.r,r,.nrr I�. NO. 49618 L/JJYVJHL J lJ/EIV1S FOR SINGLE FAMIL-1 RE5;DCIVI.GJ and will abide by the -conditions set forth therein and on the, ECONIC .11 . ;permit- to construct. (631), 765 :"a 31) 765-1797 P.O. BOX 909 The location oil, wells and cesspools :shown hereon are 1230 TRAVELER STREET ®�_ from field observations and or from data obtained from others. SOUTHOLD, N. Y. 11971 ti T N Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y NEILANDS Y Y Y Y Y �. . . . . . . . . . . . . . . . . . . . Y D.E� . . . . . . . . . . . . . . . . . . . . . . . . . Y FUG 0 D.F- E EG • . . . . . .�. YY FUG/1 FUG/Y FUG SURVEY OF PROPERTY Y -V- AT AT LAUREL Y TOWN OF SO UTHOLD NESNE4 FRE BY R. M M, D. BOUNDARY As • . ' DEIHVEA7ED BY R. A,ARSN, D. LE1MS AND K. JET/N/NGS ON 711e/08 SUFFOLK COUNTY, N. Y. nAG R 1000-126-04-4.1 SCALE: 18L-30' SEPTEMBER 29, 2006 FEBRUARY 26, 2008 (TOPO. k BUILDING ENVELOPE) MARCH 26, 2008 (B.O.H do WETLAND FLAGS) < APRIL 29, 2008 (CER71RCA710NS) �� JULY 16, 2008 (REVISED DRIVEWAY) AUGUST 25, 2008 (D.E.C. WE77-ANDS FLAGS) N� JULY 22, 2014 (STAKES SET) N SEPT. 4, 2014 (FOUNDA71ON LOCA7)ON) cs�tik 2k Oa Nr'a, < � Vo P��, 1yO� csr. �� Zai c'o No vol •yZ�yE X61 > <o Oro- No+ 1 f' gyy+ p'� ti1 J�JG CERTIFIED TO. NoJ'�' Sy�� •Cj�Q SUSAN LePERA o �i FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK .� � 800 \ell r AREA=18,095 SO. FT. ANY AL7ERA710N OR ADD1770N TO THIS SURVEY IS A WOLA77ON OF SEC77ON 72090F 7HE NEW YORK STATE EDUCA7701V LAW. EXCEPT AS PER SEC710N 7209—SUBDIVISION 2. ALL CER77RCA7101VS LOT NUMBERS REFER TO "MAP OF A.L. DOWNS" FILED HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR IN THE _R LINTY CLERK'S OFFICE ON AUGUST WHOSE SIGNA7URE APPEARS HEREON. 14, 1 � 21. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES = Y.S. LIC. NO. 49618 and will abide by the conditions set forth therein and on the P 0 IC SU ORS, P.C, permit to construct. ( 31 _ 765-5020 FAX (631) 765-1797 The location of wells and cesspools shown hereon are BOX 909 µ- 0 TRAVELER STREET �+ from field observations and or from data obtained from others. SOUTHOLD, N.Y. 11971 OV—229 I SCDHS REF # R10-08-0061 -v- � -v- it it y At WETLANDS Y � � lL ~— — — �L D.E.C. FLAG#0 FLAG#1 FLAG#2 D.E. AL SURVEY OF PROPERTY FLAG#3 , \\ AT LAUREL , TOWN OF SOUTHOLD D.E.C. SUFFOLK COUNTY N. Y. NYS DEC FRESHWATER WE7LANDS BOUNDARY FLAG#3 ,/ AS DELINEATED BY R. MARSH, D. LEW/S AND K. IENNINGS 1000-126-04-4.1 ON JULY 18, 2008 SCALE: 1'=30' SEPTEMBER 29, 2006 FEBRUARY 26, 2008 (TOPO. & BUILDING ENVELOPE) MARCH 26, 2008 (B.O.H & WETLAND FLAGS) 04 �0 t APRIL 29, 2008 (CERTIFICATIONS) - JULY 16, 2008 (REVISED DRIVEWAY) AUGUST 25, 2008 (D.E.C. WETLANDS FLAGS) N� JULY 22, 2014 (STAKES SET) N SEPT. 4, 2014 (FOUNDATION LOCATION) AUGUST 1, 2017 (FINAL) cM L N � LGP,A 15 3 � `J PG GAF.\ � � o Xy6 5 FO�F vol Z \ X61.52 /0 `1 cR (iP��IP� �` RNEyNP� SI-11,A61-0 SURE�E F1��G�P� •�+ 110- -AGORyJ� y6• P O 1 69 3 55p5 P L oe cMf, 2 h5 2 Nom, p N b y 9 02 �,d�E G � RCA Nis �o �� u'c"`no Na_ om S� PO� 01. 6-4 lJ 1 AUG 3 0 2017 Seo L,� 5. �P 1 ..: T 01i TOWN OF SOUT a�:�,s�d VO cE 4 SUFFOLK COUNT Y DIEPARTMEW O HEgL7N SE APPROVAL OF CONS r%Cyto®V$ CZS Fe' A SINGLE FAMILY RE�B®EZCE AUG 2 2 ®117 H.S.Ref.No. � 0 '0�"aD6� cMF' •line sewa W o Q SEP 71C LOCA71ONS $A00+ A 6 G D 5T 26.6' 42' C LP1 33' 50' ERTIFIED TOS SUSAN LEPERA LP2 42' 39' FIK5T AMERICAN TITLE IN5UKANCE t DW1 Iq 35' COMPANY OF NEW YORK DW2 45' 14.6' •. Dw3 la' 46' ZEST HOLE DATA MC-DONALD C7EO5GIENGE [1] 1,000 GALLON 5EPTIC TANK MARCH 20, 2006 [2] LEACHING POOL5 6' DEEP X 64 EL. 16.9' ` DARK GROWN SANDY LOAM OL DWI 6'X10' WITH OPEN GRATE 1 AUG DWS 2 + 3 8'X8' BROWN SILTY SAND 5M ELEVATIONS REFERENCED TO N.&.V.D. PALE BROWN FINE SAND 5P LOT NUM6EK5 REFER TO "MAP OF A.L. DOWN5" FILED IN `` " THE SUFFOLK COUNTY CLERK'5 OFFICE ON AU&IJ5T 14, 1929 A5 FILE NO. 21. EL 27 WATER Ike, / ANY ALTERATION OK ADDITION TO TH15 SURVEY 15 A LIG. NO. 4`1618 VIOLATION OF 5ECT I ON 7209OF THE NEW YORK STATE WATER IN PALE BROWN FINE SAND sP EDUCATION LAW. EXCEPT A5 PER 5ECTION n' PEGON _ RS„ P.G. (631) 7209-5U6D I V 1510N 2. ALL CERT I F I CAT I ON5 HEREON ARE 765 -5020 FAX (631) 765 -1797 P.O. VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF 5AID p PDX 909 1230 MAP OR COPIE5 DEAR THE IMPKE55ED SEAL OF THE AREA=10,095 SO. F7. TRAVELER STREET SURVEYOR WH05E 51GNATUKE APPEARS HEREON. 5OUTHOLD, N.Y. 11`171 � 06-229 REScheck Software Version 4.4.4 Compliance Certificate Project Title: LePERA Residence Energy Code. 2010 New York Energy Conservation Location Suffolk County,New York Construction Type- Singe-family Project Type- New Construction Conditioned Floor Area: 2,588 ft2 Glazing Area Percentage 6% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: I Owner/Agent: Designer/Contractor: 360 MASTERS ROAD CHARLES AND SUSAN LePERA Charles Thomas LAUREL,NY 60 OLD FIELD ROAD Charles Thomas Architect HUNTINGTON,NY 206 lincoln st Riverhead,NY 11901 631 7277993 i. Compliance. 28.2%Better Than Code Maximum UA: 515 Your UA-370 The%Better or Worse Than Code Index reflects how Gose 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 • D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,185 38.0 0.0 36 Wall 1:Wood Frame,16"o.c. 1,776 190 0.0 101 Window 1:Wood Frame:Double Pane with Low-E 93 0.340 32 Wall 2:Wood Frame, 16"o.c. 1,628 190 00 90 Window 2•Wood Frame-Double Pane with Low-E 122 0 340 41 i Floor 1:All-Wood Joist/Truss.Over Unconditioned Space 1,492 19.0 00 70 Compliance Statement: The proposed budding design described here is consistent with the build]n plans,specifications,and other calculations submitted with the permit application The proposed building has been designed to et the 201 w York Energy Conservation Construction Code requirements in REScheck Version 4.4 4 and to comply with the mandatory req a nts listed' e REScheck Inspection Checklist W 10 Name-Title ignature IERE®�� gate :S M �C) Project Title: LePERA Residence ® e ort date- 10/21/13 Data filename: C:\Users\fred\Documents\REScheck\LePERA RESIDENCE.rck ���-067 �� Page 1 of 6 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.06/o 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. 2010:,New Plans Verified Field Verified York Pre4nspe-ctiori/Plan Review Value Value Complies?` Comments/As"s"umptions Energy _ 1032 ;Construction drawings and t " , '❑Complies ; [PR1]i :documentation sufficiently i❑Does Not Comply! `+ demonstrates energy code ;❑Not Observable ! ;compliance for the building envelope. ;❑Not Applicable 1032, ;Construction drawings and `' '❑Complies 403.7 documentation sufficiently EDoes Not Comply: [PR3]1 !demonstrates energy code ' «= ❑Not Observable ! ` j ;compliance for lighting and ;❑Not Applicable mechanical systems.Systems serving a ! i multiple dwelling units must i ! !demonstrate compliance with the commercial code. 403.6 ;Heating and cooling equipment is Heating: Heating: ;❑Complies [PR2]2• !sized per ACCA Manual S based on ! Btu/hr 1 Btu/hr 1❑Does Not Comply! !loads per ACCA Manual J or other ; Not Observable ! roved methods. ! Cooling. a 1 Cooling. ❑ ! pp Btu/hr , Btu/hr ,❑Not Applicable I I 2 E 1 I f 1 . 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LePERA Residence Report date: 10/21/13 Data filename: C:\Users\fred\Documents\REScheck\LePERA RESIDENCE.rck Page 2 of 6 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 ;Exposed foundation insulation protection ❑Complies [F011]Z ❑Does Not Comply! Y, ;❑Not Observable 1 j❑Not Applicable 4038 Snow melt controls ;❑Complies [FO12]2 _ I❑Does Not Comply ry}j i ❑Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: 1 THigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: LePERA Residence Report date: 10/21/13 Data filename C:\Users\fred\Documents\REScheck\LePERA RESIDENCE.rck Page 3 of 6 2010 New plans Verified Field Verified York Fr"arcing t Rough-ln-Inspection Complies? "Comments/Assumptions Energ ValueValue 402.4.4 i Fenestration that is not site built is ;❑Complies [FR20]1 Misted and labeled as meeting ODoes Not Complyl AAMANVDMA/CSA 101/I.S 2/A440 or119 f` ❑Not Observable l :has infiltration rates per NFRC 400 []Not Applicable :that do not exceed code limits l 402.4:5 'IC rated recessed lighting fixtures '" ❑Complies sealed at housing/interiorfinish and "❑Does Not Comply labeled to indicate&It,=2.0 cfm + '[]Not Observable l 'j leakage at 75 Pa ❑Not Applicable ; 4032.1 ;Supply ducts in attics are insulated to R- I R- ;❑Complies [FR12]1 `R-8.All other ducts in unconditioned R_ R_ ❑Does Not Comply spaces or outside the building :❑Not Observable ;envelope are insulated to R-6.Not ;❑Not Applicable l applicable if all systems are ductless. l ' 403.2.2 IAII joints and seams of air ducts,airg. " . , '❑Complies ; [FR13]1 handlers,filter boxes,and building ?-:• 4 i❑Does Not Complyl l cavities used as return ducts are ( : ' ;❑Not Observable l sealed. S ;❑Not Applicable 403:2.3 ;Building cavities are not used as ducts- t ❑Complies [FR15]3 or plenums. ❑Does Not Comply i s :❑Not Observable l ❑Not Applicable FR1 -z i 1 5AC piping F or chilled fluidlng fluids s below 55 F above l R I R ,❑Complies [ '/] :❑Does Not Comply; are insulated to R-3. l ;❑Not Observable l i �❑Not Applicable 403.4;=� Circulating service hot water pipes are: R- R- ,❑Complies [FR18]2 ' ,insulated to R-2. ❑Does Not Comply l I :❑Not Observable l =s ,❑Not Applicable l 403:5 !Automatic or gravity dampers are i❑Complies [FR19]2 i installed on ali outdoor air intakes and I ❑Does Not Comply exhausts. :+❑Not Observable ;I #❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Z-1 Medium Impact(Tier 2) =3 Low Impact(Tier 3) Project Title: LePERA Residence Report date: 10/21/13 Data filename: C:\Users\fred\Documents\REScheck\LePERA RESIDENCE.rck Page 4 of 6 2010 New: YorkInsulation Inspection, Complies? Comments/Assumptlons Energy :> 303.1 = ;All installed insulation labeled or installed R ❑Complies [IN13p"� 4,values provided ❑Does Not Comply ! ❑Not Observable I j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LePERA Residence Report date: 10/21/13 Data filename: C:\Users\fred\Documents\REScheck\LePERA RESIDENCE.rck Page 5 of 6 2010 New -Plans Verified Field•Verified " r York Final inspectionP�ovisions Complies? ".,--Comment§ ssumpfions; ; Energy!, Value• Value 402.4.2, ;Building envelope tightness verified ACH 50= ACH 50= ;❑Complies 402.421 1 by blower door test result of&lt,7 ACH 1 1❑Does Not Comply! [FI17]1 ;at 50 Pa.This requirement may 1❑Not Observable 1 101� I instead be met via visual inspection, ;ONot Applicable i in which case verification may need to; !occur during Insulation Inspection. : 402.4.3 Mood-burning fireplaces have ❑Complies [F18]? jgasketed doors and outdoor <, :❑Does Not Comply combustion air. ' 1❑Not Observable -A ~❑Not Applicable 403.2.2 ;Duct tightness via post-construction cfm cfm ❑Complies 1 [FI4]1 with maximum leakage of 8 cfm to 1 !❑Does,Not Comply :outdoors,or 12 cfm across systems. ;❑Not Observable 1 I For rough-in tests,verification may ❑Not Applicable i need to occur during Framing 1 i Inspection,with maximum leakage of ; 16 cfm across systems and 4 cfm :without air handler. : 403.1.1,` 'Programmable thermostats installed `;" ' EComplies [FI9]2 I on forced air furnaces j = - ❑Does Not Comply: ;❑Not Observable : ❑Not Applicable 403.1'.2 i Heat pump thermostat installed on ! _, ., a❑Complies [FI10]9heat pumps. i❑Does`Not Comply; , ;. ❑Not Observable 1 '.: ;❑Not Applicable 403.4 1 Circulating service hot water systems ;❑Complies Fill] ;,!have automatic or accessible manual i _ ; ❑Does Not Comply, controls S ;❑Not Observable ` ❑Not Applicable 403.9.1 Readily accessible switch on heaters ; h ]Complies (F112]3 3 for swimming pools- ;❑Does Not Comply 1 0 ❑Not Observable 1 E []Not Applicable 403.9.2-- Timerswitches on pool heaters and ;❑Complies [FI19]3 pumps are present. €:- ❑Does Not Comply! '[]Not Observable 1 '❑Not Applicable 403.9.3 Heated swimming pools have a cover.' .❑Complies [Fl20]3 !Covers on pools heated over 90°Fi❑Does Not Comply: :are insulated to R-12. ❑Not Observable i ❑Not Applicable 401°.3 „`Compliance certificate posted. E] Complies [FI7]2 s c j❑Does'Not Comply: s 1❑Not Observable 1 ❑Not Applicable 303.3 ;Manufacturer manuals for mechanical - t, ,❑Complies (FI18]3' and water heating equipment have 3❑Does'Not Comply: epi :been provided. I; ;❑Not Observable 1 - ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 '2J Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: LePERA Residence Report date: 10/21/13 Data filename: C:\Users\fred\Documents\REScheck\LePERA RESIDENCE.rck Page 6 of 6 i 2010 Now York Energy Conservation Construction Code Energy EffiMency Certificate Wall 19.00 J Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.34 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: .� WETLANDS I _ LANDWARD EDGE 0=•FRESHWATER WETLANDS AS DELI-JEATED BY SUFFOLK ENVRONMENTAL CONSULTING r <4067 J ARCHITECT 1, SITE DATA: REVISIONS D E S C R I P T 1 0 N SCTM # 1000-126-04-4.1 LOT AREA = 18,095 SF Zz LOT COVERAGE WITH HOUSE, SCREEN PORCH, BLUESTONE PATIO AND FRONT �o ENTRY = 15.41% 0- »o MW o�F SURVEY INFO TAKEN FROM SURVEY BY PECONIC SURVEYORS,P.C. DATED APRIL 29, 2008 .61 S> �Q ilk i w 0 0 I o V) C1I CON YID N6 0 � w ,PGF' t ♦ - �.� I ' ' ( PRP c�sOG n J V) A5� �.tpR Charles M. Th m tp ,' TEST HOLE 0 as ,�o EL ?�.9' ' DARK BROWN SANDY LOAM a r c h t e C t ` BROWN SILTY SAND PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PALE BROWN FINE SAND PROJECT RA EL. 2.7' 14.2' WATER: WATER IN PALE BROWN FINE SAND "�jL O / v�► 17' o. SITE PLAN w d DATE: 10/01/13 tA� PROJECT No. DRAWING BY. F.SOLIS CHK BY. • 0 S f T E P L A N DWG NO. o. �P 1 SCALE: 1"' = 20' �— 0 0� Q 0 1 OF 1 I 1C© 0 DATE:,43I B.P. �565 BY: NOTIFY BUILDING C'IcPARTMENT AT 765-1802 8 APS TO 4 PPR FOR THE ^FRCH ITEC- _ - - FOLLOWING INSPECTIONS: 1. FOU NIDATION - TWO REQU!RED FOR POURED CONCRETE 2. ROUGH - FRAM,11`,JG PLU°1IB!NG 3. INSULATION REVISIONS D E S C R I P T 1 0 N 4. FINIAL - CONSTRUCTION MIUST BE C01'1PLETE FOR C.O. - ALL CONSTRUCTION SHALL MEET THE - REQUIREMENTS OF THE CODES OF NEIN -12 12 YORK STATE. NOT RESPOiNSIBLE FOR 10 10^ DESIGN OR CONSTRUCTION ERRORS. 8'-0" D.iRMER PLATE HEIGHT —_ _ COMPLY IWITH ALL CODES OF , 7'-:,' T.O. WINDOWS — - — — —- - NEW YORK STATE & TOWN CODES ❑ — AS REQUIRED A I UI-il0 - SO — co S I PIANNINTMARr - I n -•---____.�. S�ifTHOi IIT�M«!Tollrrrrp DO NOT PROCEED WITH ... ..u. �J.Y.c ny,, ----- FRAMING UNTIL SURVEY - OF FOUNDATION LOCATION — - HAS BE APPROVED. T,cj. SECOND F OOR _ATE HEIGHT— OR A6�7C f OR <.• - USE IS UNLAWFUL •;.,. GARAGE PLT. HT. 8' �" T.C. WIN OWS L_�s a ---- - i - ❑ ❑ —� ❑ ❑ — - - CERTI�IC�►TE e� p � - - -- WITHOUT �� -� �6 111111111111111111111111 N11111 11111111111 111dil I - 0 I �I 00 PLUfVIBER CERTIFICATION I ❑ ❑ I ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY L - SOLDER USED IN WATER ❑ ❑ ® ❑ ❑ e T._. FIRST FL OR SUPPLYSYSTER�R CANNOT �❑ N [KI - EXCEED 2110 OF 1%LEAD. N -r Q I1_ T.O. FOUNDATION WALL ❑ - PLUMBING w0 I .r ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING 4 E FRONT E L E V A T 1 ON V) 7 SCALE: 1/4" — 1'-0" RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ❑ ' OF THE TOWN CODE. ❑ : ., ❑ � ❑ RIIDGE VENT ❑ ❑ A —12 ❑12 ❑ — — RIDGE VENT '' ''' LL ❑ ❑ .9'-0" PLATE HEIGHT ❑� --- --- - 7'—G'• T.O. WINDOWS — o I I m T.O. SECOND FLOOR - --------- — 10'-0" PLATE HEIGHT _ Charles M . Thomas 8'-0" T.O. WS WINDO ---- - ❑ 'I - �- ❑ -- ❑ - ,. a r c h i t e c t .,1 7'-0" T.O. WIN OWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 i If I PROJECT o o 0 J r C 0 R o °' _ S H O W E T.O. FIRST FLOOR �` ❑ � ❑ ' �®� ❑ � �' T.O. FIRST FL OR ELEVATIONS E REAR ELEVATI ON ii it fl II DATE. 10/01/13 II f ! - 2 SCALE: 1/4" = 1 '-0" I I I I PROJECT No. DRAWING BY. F.SOLIS II II f OI I CHK BY. DWG No. ,� II I� f � ❑A 001 - �0 AF I ) I J 1 OF 6 IL - - - ❑ - - - - - - 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 '.W11H 11EM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. e � CC U-1 �% U-1 Im ARCHITECT 63'-0" 7 Si t� 22'-6" 22'-2" 5'-6" 12'-1 D" REVISION-&I—_-1) D E S C R I P T 1 0 N 3'-0" 17'-5" 2'-1" 4'-6" 12'-9" 4'-11" 21'-10" 1 s 3-12" ML HDR I3-12" ML HDR ❑ ❑ 5'-6" t O BLUESTONE PATIO S E E D E T A I L N �O o I r> o �0cf)P U I ❑ 2 � � SCREENED 6 M 610 X ® P O R C o alp 5" DIA. STEEL COL. N WOOD BURN NG SEAT � TO FOUNDATION BELOW MASONRY F E LACE POURED CON RETE STEPS TO CE LAR 5'-0" 2442 2442 2442 2"x12" HD I ❑ pW 8'-6' SEA 1.. 3 p O o= - 10 \V It `�� — — — — — -- DNA P� A T H I ��` LINE OF FLOOR ABOVE 3'-6" 125 CFM EXHAUST �yfi I K I tT C H E N �\9�ya� 4" FAN TO XTERIOR N L I o --- — 3-2"x 2" HDR 1 ' t �I \ MU �O 20510 FWG 080 20510 ❑ 1 I - - - - - — — — — — -- _ 3-12" ML HDR I t t EED —N CLOSET O 8-2" 4'-8" ❑ oc I tl ao 12'-6 Ej w o N o I I F o x M t SMOKE • w DETECTOR 0 I 4'-0" I 0 V I Vl = 00 W t CARBON M M C MONOXIDE o Ll x L A U N D R Y `° �`—DETECTOR I N I a o o I PANTRY R In M W N SMOKE u. rO~'DETECTOR � V w 3070 o�p 3'­6' �0 cn i0 j �6 'o D I N I N G <0 5" DIA STEEL COL. ! (n ii TO FOOTING BELOW �S ---DET TOR V �� :z na 8'-6" 1 3'-6" I a'-o" I ©--MONOXOE W 10 X 4 STEEL BEA FLUS =� o \ DETECTOR t " I 5" DIA, STEEL COL, !� O TO FOUNDATION BELOW 'II 6W aN I a I Moo oN Na SMOKEpmt —DETECTOR OXUL NX X 104o 00 N i 2, 22'-6" IV-V/I t 2 C A R 0L I V I N G I 2'-0" 0 j I G A R A G E wR O O M w 23'-6" _ ^� — — — — — 1HR, RATED I to o J ILJY,_ 5/8" TYPE X SHEETR CK N M WOOD BURNING o WALLS & CEILINGo 12 It STUDY/BEDROOM g MASONRY FIREPLA E i L w 0 <Y SMOKE a I �� M (� ODETECTOR 7NS L I , " — 0 FOYER o '`'<-i ~ W �j O % En I t O N I U o� ry Ln W OM I a^ 12._0.. 6,. 2' 61 r a' 24._2,. N M W t I I 0 3-12" ML HDR 3-12" ML DR N 1 -= 3-2"x12" HDR III ❑ ❑❑ 30510 30510 30510 305101- 30510 EGRESS EGR S$ EGRESS 10 22'-0" EGRESS EGRESS 1 °p 3-2"x12" HDR 3-2"x12" HDR 41 ® I M do - --- -- Simpson Strong-Tie * 3 2 3 2 HDU (CORNER HOLD DOWN) I � r ■ 2 6 (I 6 1-31 Charles M . Thomas .I 5'-0" 13'-0" 5'-0" - a r c h i t e c t 23,_0„ 40,_0° PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 HDU son Strong—Tie 4)- 63'-O" PROJECT CORNER BRACING DETAIL F I RST FLOOR PLAN SCALE: 1/4" = 1'-0" PLA N DATE: 10/01/13 PROJECT No. DRAWING BY, F.SOLIS CHK BY. DWG No. [&- 0p2 - 00 2OF6 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. I Lu ul - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REVISI E S C R I P T ION D2 ' 4 g I I 1 I 36" HIGH RAIL PER NYS CODE u I J W mI BALCONY U (=a r ( SINGLE PLY RUBBER ROOFIN =z OVER 45# ROOF FELT ON 3/4" CDXIPLYWOOD l a I SHEATHING.P2'XIO" ROOF RAFTERS ROOF FROM RES DENC� ITCH16"O.C. 40'-6" All 13'-4" 2'-6" 15'-10" 4'-6" 4'-4" 6'-8" 6'-8" ( V-11" I 7'-11" 3052 3052 EGRESS EGRESS t F— — — — — — — 3-2"x12° HDR 12'-7j" +".,\�.� I 2852 I 2852 I N 6 N I N N ��'"y� I EGRESS FW 6061 EGRESS to Li O N 0 2"X10" CLG. JOIST 3-2"x12" HDR ' 77 0 16" OC. R-38 INSUL. 14'-10" = N ` N elt I— 24,32 �— — — — — — — — — — x C. M 3R F A M I L Y 2"x1 o" CLG. JOIST ® 16" OC. R-38 INSUL. R 0 0 M M SMOKE O-DETECTOR B A T IH MAS E R 125 CFM EXHAUST FAN TO EXTERIOR SAO B E D R O O M t O 1p SM KE fN OS -DE CTOR I - - - - k o I W ^ 16'- C L 0 S E 6'-CLOSE T J — 3_2"x12" HDR 80 `lr° �6 17 R o I N 1 x N CA04 t0 N I J rn N U) Z N M I M -I I I ~ � On I O o O LA z B ED O O M w J I 5'-478 �L��4" 3-5$., 0 -7 M SW'K_E m U 6'-2" 6'-6" o Z t M O�— IF O DE CTOR N 0 z U p N I CLOSET M A S T E Ra N ----- X= I 0. o W � � � — o BATH M 00 a a @ - - a 1 125 CFM EXHAUST p NI FAN TO EXTERIOR w t t J , SHOWER. vi o O BOE SMOKE I ryO \ / M I = vi — �IOY 0 ■ t0 C'4 0" 12'-C)" ,I I CLOSET L 3g 7'-0" SMOKE I " KNEE Wt. ;2"X10" 5'-2" KNEE WALL S DETECTOR CL.G, JOIST 3-2"x12" HDR 01 16"O.C. 7'-0" ^T t I I o R-;38 INSUL. 8-11 FC W50 8' 11I 2"X10" o _ " i III II oo CLG. JOIST I 1 016C, P:7 MR-38 INSUL. �" 12" HDR 2" TER 01 30463046 3046 3046 EGRESS; EGRESS EGRESS EGRESS I � 2 4'-0" 4'-0" 4'-0" 4'-0" 6 3'-317'-11 3'-38 40'-6" S E C O N D F L 0 0 R P L A N , SCALE: 1/4" = 1'-0" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P L A N S DATE: 10/01/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG N0. [K-M-FO70 3 OF 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, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH I TECT.VISU AL CONTACT W TH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, Vi �7� C, w . . 1' co rz j v pN L RIDGE VENT � � � � "� ARCHITECT 12 �12 REVISI S D E S C R I P T 1 0 N 12 8�Z 9'-0" PLATE HEIGHT 8'-0" DORMER PLATE HEIGHT 14'-0" 1 ST FLOOR 7_o" r.0. WINDOWS 7_o" T.O. wlNDows - - 12 � 12 BLUE STONE PATIO 0 I m 0 eO I I I co rl T.O. S CON 4� T._0, SECOND F OOR T & FILLED - - - z =III o CELLAR _ GARAGE PLT. HT.- ❑ ❑ F7- - - - - - - , x 0 U T D 0 0 REE R BLUESTONE PATIO DETAIL �� T.O. FOUNDATION WALL W SCALE: N.T.S. 5/4"x4" WINDOW & DOOR SURROUNDS (� V / E LEFT SIDE E L E V A T I O N 4 SCALE: 1/4" = 1'-0" 0 um PA 0 CL 12 12 D 12Q) S CANTILEVER STRIP 3/4" PLYWOOD & RUBBER ROOFING RIP 2x4 ® 1/4" PER FOOT EXTERIOR ATER PROOF DECK 2ND. -h i 9'_0" PLATE HEIGHT FLOOR uuj li 2"x10" ACQ DECK FRAMIf1G 7'-0" T.O. WINDOW 3/4" PLYWOOD I — I (3)-2"x12" GIRDER I S C R E E N j� FIRST P OR C 11 u F L 0 0 R I i T.O. SECOND FL00 Charles M . Thomas a r c h i t e c t 10'-0" PLATE HEIG T PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 8'-0" T.O, WINDOW k PROJECT 2"X10" ACQ JOISTS 0 2"X10" ACQ LEDGER I 0 �I °' C E L L A R 0 3-2"X10" ACQ GIRDER a ❑ �� a12"� SONDTUBE FOOTING ELEVATIONS & DETAILS T.O. FIRS FLOOR MIN. 36" BELOW GRADE 10"x20" P.C. FOOTING (MUST BE VIRGIN SOIL) D DATE: 10/01/13 PROJECT No. DRAWING BY. F.SOLIS E R I G H T S I D E E L E V A T 1 0 N SCREEN PORCH BALCONY DETAIL CHK BY. DWG No. SCALE: 1/4" = 1'-0" SCALE: N.T.S. 0- 004- 00 4O 6 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. CO �. I }. W cn '' < A: O IAT i1 ; 1 0d6ry G` ' 63'-0" ARCHITECT 22'-6" 22'-2" 5'-6" 12'-10" REVIS'Ibk. tD E S C R I P T ION 21'-10" 6 I � I 8" POURED CONCRETE FOUNDATION I / ' o" a'-4" I a'-1o° 6" j WALL ON 8"X16" POURED CONCRETE FOOTING r —I CONIC, STEPS TO GRADE NUMBER OF STEPS TO BE I j I ' I % _ J(3) 2X12 ACQ GIRDER L _JJ I L J DE ERMINED ON SITE m 0 8 I II 4" POURED CONCRETE SLAB 2 / OVER 6 MIL. POLYETHLENE 6 ; I / I VAPOR BARRIER ON WELL ft / COMPACTED POROUS FILL 8" POUREDGONG�OURED ETE FOUNDATION F WALL ON 8"X16 _ CONCRETE FOOTING j 5'-6" o CONC. STEPS TO CELLAR �/ � COLUMN FROM ABOVE I I `O QI I el NUMBER OF STEPS TO BE 10 _ DETERMINED ON SITE Y / / + \ I ,, I^ ISI ' � I �- - - - - - - - - -I PUP ,� I a ! /� 4'-4" 4'-10" 10" 8'-`ri" 3'-6" �C j Z I I Z W \OC� LO of N _ 2"X10"IAC LEDGER 0-J� — - - - �oN - - -Ep_ v F H O I I 1 7S w Z W C) zw� I I I �I I rQOJ � n z I M rn I p H- cn��` O cR— 12'-41,. F SMOKE r-�_ J = d n I I 0 12 0..J I S-3" O—DETECTOR I I U I I I III O Q�1 yp M ®p� E L L A R c�n CARBON i, I I x (LINE OF M a �\ 10" I o `r°Z I PROVIDE ©—MONOXIDE j I Q �� O DETECTOR ^ J I (WALLS ABOVE I w 1 -0 WALLS =,o,� ®p� ACCESS �p ((TYPICAL) -i C3 „ zz I M 1 ro x I I I I m z 1 P.C. FOUNDATION WALL 1 ' w 10" POURED CONCRETE FOUNDATION WALL 0 o 0 10"X20" P.C. FOOTING o W cv a ON 10"X20" POURED CONCRETE FOOTING i I m`� 1 4" POURED CONCRETE SLAB ( ) #5 BARS CONTINUOUS t 01 N L — — — — — — — — — — — — — — — 3-1 3/4�"I X '11 7/8" r -1 r � OVER 6 MIL, POLYETHLENE 1 Lj MICROL M GIRDE VAPOR BARRIER ON WELL ~ o a Z o J COMPACTED POROUS FILL �"' �'°' (n �w �� g" �� I I 5'-11�„ L _1J L 1 � 5, 21'-10" = I 5'-11� 3'-7" 5'-4g rr 0} vj M a pN I x,40 COLUMN FR M ABOVE Q I 13-1 3/4" X 'i77/8' r r r 1 3-1 3/4" X 11 7/8" r COLUMN FROM BO J - 7'­ -O"i.,3E 1 �� L MICROLAM GIRDER�� 1 r M L J I �- L-z <O �J � L _ I- L_ _ JT �� I I I �- M I o� SLAB TO SLOPE I ,I t— �� � N�-� — — _ �i � cn DN. 4 TO DOORS 0 1I- — — �II r w 3 1/2" STANDARD STEEL PIPE COLUMN '- p I,.J� ( _ _ wcr ON A 30 X30 X15 DEEP Z w o= ( X o �_ - - x o -'0 POURED CONCRETE FOOTING. (TYP) M I I I2'-0" " O 0 z I I I o I — M o z n c�o ,1 I HW i I '— Z I H— I �J~ to z S SMOKE O O I t j Z 1 1 M z N O (D—DETECTOR F _ _ p 8" POURED CONCRETE FOUNDATION M N I 0 �' ", o ©—MONOXOR �i WALL ON 8"X16" POURED t I I I Z CROSS BRIDGING II �-� —�J i n0D w , ,r, - IN ALL FLR, SPANS Alm B O I L E R e CONCRETE FOOTING `° I I o �* �''� ®Q' AT INTERVALS NOT TO EXCEED 8'-0" O.C. a r� o 4" POURED CONCRETE SLAB `14 ( 4 I BRIDGING TO BE 1"X3" SOLID WOOD OR METAL I L J I 1, OVER 6 MIL. POLYETHLENE i I 11r/e" TJI JOISTS VAPOR BARRIER ON WELL 350 SERIES J O COMPACTED POROUS FILL16" OCI PROVIDE 5/8" TY E "X" GYP. BD. . ON CEILING ABOV FURNACR Z R-'19 INSULATION M 1 — I AT LEAST 3'-0" N ALL SID S AS � r p-3 O I I IJ �° BEAM POCKET PER N.Y. . CODE (TYPICAL Q EACH M O W I `�x� a^ 00 GIRDER INTERSECTION) 10" P,C. FOU DATION ALL o w o= I 10 fP,C. FOUNDATION WALL " I c N a� I Vw/4 BRICK LEDGE r, ALL GIRDER§I SHALL BE SHIMMED W �I 1 o o z 10" P,C. FOUNDATION WALL I 10' I ON 1 0"X1 0"1P.C, FOOTING 1 3-7" 1 AS REQUIRE IN BEAM POCKETS ON 10"X120" P.C. F00 NG z Wf4" BRICK LEDGE _IiT-EL 23'-4" I 4 I0o i ON 10"X20" P.C. F00IIYNG FRONT ELEVATION ONLI L F — — - - - � - - - - - - � — °- I N 21'-6" — — — — — — 1 F — — — — — — — — — — — — — — — — �- 1 ,N POURED CO�CREIFOUNDA4" POURED CONCRETE SLAB oD TION WALL ON 8X16r POUREDOVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL CONCRETE FOOTNG COMPACTED POROUS FILL 4" BRICK LEDGE 2 FRONT ONLY 4'LENT 4'VENT 4'VENT (jROOF (IlP)ROY i R)ROOF T>pCharles M . Thomas ROOF ;-- �' I ,'-,o " 9,_,4.' ,'-,off., a r c h i t e c t t —I— ———_ I a" PO BOX 877 JAMESPORT, NY 11947 (631) 121-7993 12'-0$" 04'-8 /� I �� �1I/1'Y _ �I-t/!'V I 4., rc uv luv I rc I Lev I I HOUSE $IgN[R I I I I I I 39'—$„ 2'-0" PROJECT 23'-4" I I I SECOND FLOOR Jr ,1n' I r r 1,�. I c�. 63'-0" I I r �2, �-1 1/1Y I 1-1/2v y-1-1/2`v c�-2v SINK I NA9[R LAV l I NG FOUNDATION P L A N FRESH AIR INLET I I I D.W. sm SCALE: 1/4" = 1'-0" FOUNDATION PLAN FIRST FLOOR • a ir CONNECT TO APPROVED P.V.C. PIPE PITCHED F.A.I. &SANITARY SYSTEM AS PER N.Y.S CODE DATE: 10/01/13 PROJECT No. DRAWING BY. F.SOLIS CHK BY. DWG No. FAI-M-0 PLUMBING RISER DIAGRAM SOF6 SCALE: N.T.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 ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION'S. •;ti c W a CJ CO TYPICAL ROOF CONSTRUCTION 2" X 12" RIDGE BEAM ASPHALT SHINGLE ROOFING � .� �`f OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING, 4 ARCHITECT 2"X10" ROOF RAFTERS @ 16" O.C. STI, 12 12 TYPICAL CEILING CONSTRUCTION 12� 8 REVISIO D E SCR I P T I O N 2" X 10" CEILING JOISTS 0 16" O.C. W/ R-38 BATT, INSULATION 2x6 COLLAR TIES © 32 O.C. TF 1"x8°' FASCIA BD. (TYP) ATTIC A T I TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X EXTERIOR BRICK ----- A T T I C 11 PLYWOOD SHEATHING ON 2"X6` WD. STUDS @ 16" O.C. 1"x6" FRIEZE BD. (TYP) vvvi R-19 INSULATION 9'-0" PLATE HEIG T WALL :FIRST FLOOR -N _ 5 S'� / 5/8" GYP. 8D. FINISH L & S. 3 COAT JOB (TYP) TYPICAL WALL CONSTRUCTION �_o° T.O. WINDOW TOP OF FOUNDATION WALL - a" MIN. ABOVE GRADE CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD XA C NY CONSTRUCTION PLYWOOD SHEATHING ON 2"x6" WD. STUDS @ 16" O.C. M T R M A S T E R R-19 INSULATION o SINGLE PLY RUBBER ROOFING FLOOR JOISTS olo /�// / A T B E D R 0 0 M OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD o SHEATHING. 2"X10" ROOF RAFTERS 016"O.C. O GRADE TYPICAL FLOOR CONSTRUCTION / \\ o \ 0 PITCH ROOF FROM RESIDENCE CELLAR 11 7/8 TJ FLOOR JOISTS @ 16-O.C. W/3/4" PLYWOOD SUBFLOOR FOUNDATION WALL y -- -- \ \lull L \ I IJ T.O. SECOND FL00 2"x10" ACQ DEG< FRAMING 10'-0" PLATE HEIG T 4„ 6" - 4" BRICK LEDGE 5/8" GYD. BD. FII ISH -- TYPICAL WALL CONSTRUCTION ❑ j T. & S. 3 COAT B (TYP) ❑ 8.0" T.O. WINDOW 10 - BRICK SIDING (PER OWNER) FRONT FACADE ONLY. TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING / ON 2"X6" WD, STUDS 016"0.C, R-19 INSULATION / F 0 Y E R i (3)-2"x12" GIRDER / I H ALL o0 0 _ I R ElI E N E I , TYPICAL OR CONSTRUCTION / I o o P C H 10 11 7 8 LOOR JOISTS @ 11j K I T H E N W/3/4PLYWOOD SUBFLOOR W/MIN. R- TT. INSULATION 0 O BRICK LEDGE DETAIL o - - -- - -- - -- ---- T.O. FIRS1 FLOOR 2"X10" ACQ JOISTS FIRE STOP PER o _ /4- — _ NYS CODE TYP 2"X12" ACQ LEDGER - - -- - - - �, - - W CROSS BRIDGING IN ALL FLR. SPANS z AT INTERVALS NOT TO EXCEED 8'-0" O.C. 3-2"X10" ACQ GIRDER � BRIDGING TO BE "Q" SOLID WOOD OR METAL 10" P.C. FOUNDATION WALL "'o W 4" BRICK LEDGE 1 10V J ON 10"X20" P.C. FOOTING 00 / 1 10" POURED CONCRETE FOUNDATION WALL FRONT ELEVATION ONLY Jl C E L L A R ON 10"X200 POURED CONCRETE FOOTING 12"0 SONOTUBE FOOTING vi LIQUID MEMBRANE WATERPROOFING COVE 2"x6" ACQ SILL PLATE MIN. 36" BELOW GRADE O OVER FOOTING (TYP) TERMITE SHIELD 10"x20" P.C. FOOTING 1/2" DIA. ANCHOR BOLTS (MUST BE VIRGIN SO)L) r @32"-0" O.C. 4" POURED CONCRETE SLAB LIQUID MEMBRANE WATERPROOFING COVE 4 MILL VAPOR BARRIER OVER FOOTING (TYP) / " 3 1/2" STANDARD STEEL PIPE COLUMN O 2 X 12 RIDGE BEM ON A 30 X30 X15 DEEP / POURED CONCRETE FOOTING. (TYP) TYPICAL CEILING CO ON 2" x 10" c I ® 1s" O.C. / t2 TYPICAL ROOF CONSTRUCTIOir� C R O S S SECTION 1 12 ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATfHING. SCALE: 1/4" = 1'-0" 2"X10" ROOF RAFTERS @ 16" O.C. UNFINISHED ATTIC TYPICAL CEILING CONSTRUCTIIQN STORAGE 2" x 10" CEILING JOISTS @ 16" O.C. N W/ R-30 HD BATT. INSULATION X_ - -- EXTERIOR BRICK 9'-0" PLATE HEIGHT _ _ 5/8" GYP. BD.FINISH 5/B' GYP. BD. FINISH WALL T. & S 3 COAT JOB (TYP) 10'-0" PLATS HEIGHT ION T. & S. 3 COAT JOB (TYP} - - T I - 2 CAR �'- " T.O. WINDOWS_CEDAR P >�,1TON SHI S TYVEK U E WRA CD X \ G A R A G E PL SHEA I G ON 2"X6 STUD t " O.C. TYVEK HOUSE WRAP 1/2" C0 X PLYWOOD SHEATHI Charles M . Thomas R-1 S TION 2 C A R 2"X6" WD. STUDS @ 16" O.C.. L A U N R Y G A R A G E R-19 INSULATION ICAL FLOOR C ST CION s 4" P.C. SLAB a r c h i t e c- t T IHR. RATED PO BOX 877 JAMESPORT, _ NY 11941 (631) 727-7993 a 11 7/8 TJI FLOOR JOISTS 0 16"0.C. 0 5/8" TYPE X SHEETROCK i a G R A D E W/3/4" PLYWOOD SUBFLOOR W MIN. R-19 BATT. INS LATION / WALLS & CEILING P 4" BRICK LEDGE PROJEcr �I FOUNDATION WALL T.0 FIRST FLOOR - - - - ❑ 6„ 4„ o 1D 4" POURED CONCRETE SLAB ❑ 4 MILL VAPOR BARRIER T.O. FOUNDATION WALL 1 o., M Z 11,100 - e 10" POURED CONCRETE FOUNDATION WALL I SECTIONS & DETAILS ON 10"X20" POURIED CONCRETE FOOTING — — C E L L A R 10" P,C. FOUNDATIOrq WALL 2"x6" ACQ SILL PLATE — — TERMITE SHIELD o Wf4" BRICK LEDGE — — 1/ ON 10"X20" P.C. FO(OTTNG DIA, ANCHOR BOLTS _ — 0 10" POURED CONCRETE FOUNDATION WALL FRONT ELEVATION OM1LY ©32"-0" O.C. _ _ "" ON 10X20POURED CONCRETE FOOTING GARAGE FOUNDATION DETAIL DATE: 10,0,,13 PROJECT No. 8" POURED CONCRETE FOUNDATION CR 0 S S S E C T 1 0 N 2 SCALE: N.T.S. DRAWING BY, F.50LIS WALL ON A 8" X 16" — — 4" POURED CO CRETE A1-1 CHK BY. POUREID CONCRETE FOOTING — — 4 MILL VAPOR BARRIER -3 1/2" STANDARD STEEL PIPE COLUMN owc No. ON A 30"X30"X15" DEEP CALE: 1/4" = V13 POURED CONCRETE FOOTING. (TYP) [&_F0 0 61-FO 0 33'-4'► 6 OF 6 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. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION w ' -'..�;'tri� u' JOISTS OR APPROVED E ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 y r N SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING ' SECOND STORY TOP PLATE— WW M TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE7 SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALLEE IN STUD INTERIOR WALLS AND H/180 ACCORDANCE WITH JOIST IS PERMITTED TO NOTCHING PROVISIONS FLOORS / STUD PARTITIONS BE CUT OR NOTCHED AND PLASTERED L iso BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L 240 BORED HOLE MAX SEE DRILLING AND / z NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH 0 WFCM SECTION 3.3.1.1.1 � EXT. WALLS W/ PLASTER OR H/360 _ 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE d NAIL AT 6" O.0 NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240 5/8" MIN. TO EDGE ►- -� ALL PANEL EDGES WITH WFCM TABL 3.1 WITH BRITTLE(b) FINISHES / C -r 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/zoo 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 `SND BRIDGING BLOCKED AGAINST a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ROTATION IN ACCORDANCE ( � a. The wind load shall be permitted to be taken as 0.7 times the ul OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte p g BORED HOLES SHALL NOT „ p g purpose of the determining !- w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR' 5 " MIN. TO EDGE c. For aluminum structural members or DOUBLE AND Nd MORE THAN TWO 1 IN.x4 IN. RIBBON / ps, not used in roots or SUCCESSIVE STUDS ARE DOUBLED walls of sunroom additions or patio covers, not supporting edge of /— LAP JOIST 3 IN, MIN, CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED v, BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of z M BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall a OR BLOCKING oo 1i IW J INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 `' w � JOIST 4�1o 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION 00 SILL PLATE SECTION 3. 4.3. 1 . 1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL SECTION 3.4. 2.1 . 1 FIGURE 3.3 A SUBFLOOR FRAMING MEMB,�RS AT PANEL COVERING DEAD LOAD OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS — FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD ' FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ` EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY ,.2 o .. BEARING WALL D ROOF PLUS ONE STORY 1.0 1.1 ¢•:� 2x4 CONTINUOUS TYPICAL WALL FLOOR �c ROOF FRAMING NON— BEARING WALLS: 8602.6 (� ) �c (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) �$ LATERAL BRACE AT 6 O.C. � O 8 r , JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTEDW N WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE (j) W • 2-10d NAILS FOR WOOD STRUCTURAL PANELS ROOF FRAMINGDOUBLE TOP PLATE TRUSS OR CEILING JOIST CD FASTEN ER S P A C I NGJIj IiISEE STUD TO RAFTER z W FASTENER 2 FEET 4 FEET 6 FEET SECTION A-A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS 0 PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN BLOCKING _HFADFR T PICEC TYPE < 2 FEET < 4 FEET < 6 FEET 8 FEET 1/2' SPACINGS ENDWALL A A ROQUIRED RS U ALLOWS : 2 1 2" 6 16" 16" 12" 9" HOLDDOWN ' / # INSTALLATION NAILS WOOD SCREWS �t � �� ' I HEADER STUDS FN 5d COOLER NAILS AT 10" O.C. 0WAI Q 2 1 f 2" #8 " " " DOUBLE WOUD SCREWS 16 16 16 12 STUD R WARE ° ° CORNER STUD A A NOTE: 2"x4" BLOCK NAILED TO EACH CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4--10d NAILS a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN a ° TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (Hou) ° AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. o ° o NOTE: SIMILAR N UPL ADDITION TO CONNECTORS AT O W WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. z c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o ° CONNECTION AT CO%UIR R BOTTOM OF CRIPPLES 20 GAUGE STRAP ° FOUNDATION. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-1sa COMMON _ ATTACHED UTILIZING VIBRATION—RESISTANT ANCHIORS HAVING A MINIMUM ULTIMATE o NAILS AT 6' O.C. FLOOR BRACING AT END BAYS W to WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL —END WALL TYPICAL FRAMING AND UPLIFT 10-8d NAILS e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) I I FIGU .; E 3. 7b CONNECTIONS FOR OPENINGS Q W —SUBFLOOR ( WFCM 8d NAIL AT 4 O.C. u fy' EXTERIOR WALL STRAPPING SCHEDULE ENDWALL STUDS' AREA HOLDDOWN USED / LENGTH (NUMBER OF CAPACITY OF HOLDDO NS NOTES I I FACE OF FOOTING CEILING BRACING GABLEN WALL (NAILS E D RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST w 12" MAX, CL RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER (WFCM FIGURE 3. 7 a 8-8d TO STUD CONNECTION o NAILS BASED ON 2-8d TO PLATES o o SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 440-8d 1005 LB PER EVERY STUD w 11 7777M t CONNECTION :'i TOP PLATE UCC CD w STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD `. r PROVIDE RAFTER TO �4-8d TO PLATE : ° � '\v\\ H NoCENCENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP O * NOTES: o H/2 BUT NEED OT �y H/ BUT NEED NOT DIAPHRAGMON SHEATHING JOINT, USE 8-8d COMMON NAIL S _ ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MAJ. REQUIRED RAFTER TAILS ARE NOT EACH END OF 1 -1 /4 0 o ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP '� N CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° CORNER SND 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW TABLE 3.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o (Hou) ° o CONNECTED TO BASED ON SHEARWALL REQUIREMENTS z NAIL PENETRATION INTO FRAMING IS ACHIEVED. ° o ° TRANSFER SHEAR �o zU INSTALL THROUGH FIRST FLOOR SHOE. DOUBLE FLOOR TO FLOOFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING TUDARRPREFERRED METHOD AT HDWARE CONNECTION RAFTER < _ 8d NAIL AT 12" O.C.. ON J HOLD DOWN ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES �( WINDOW AND DOOR OPENINGS: GYPSUbA BOARD z r 20 GA. STRAP— W RIDGE BEAM 1 ' WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 24" NAIL AT U) RIDGE TENSION STRAP DETAIL V� 4 3.7a & 4.7b) >HD5 24 O.C. W/(8) 8d NAILS TABLE 8301 . 5 NOTES EACH SIDE a U N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. r-_ SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. o M r O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN IA B L E R301 . 5 EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE �-WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND IINSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO ♦„� !"JAILING SCHEDULE (TABLE 3.1, COR MORE APABLE ADJACENT TRUSSESING A WITH THE RECTANGLE 42 ME WEB ES CONFIIGUR TION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) OF'WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ } TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT '� z A OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD REQUIREMENTS. � (GYPSUM BOARD c, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a SIMPSON STRONJAT TIE HDU 6" O.C. ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE w Simpson Strong— Tie ®� SIZE PER MOST RECENTf�lO ( INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, EXTERIOR BALCONIES 60 Uj ® 511DE WALL PANEL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT a A35 Chimney Framing ®� TABLE 8301 . 2. 2. 2. 1 o EDGES) ANY POINT ALONG THE TOP DECKS 40 V > e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS, ® � WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 3 ROOF RAFTER RIDGE DETAIL DEAD LOADS PANEL INSTALLED IN L ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz 4� TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED 3 SCALE: N.T.S. (TABLE 3.1 WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 co ROOF CEILING ROOF CEILING ' , LOAD REQUIREMENT. p DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g_ APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS a z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 WALL SUPPORTING 15 PSf OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED ROOF ONLY 1.0 1.2 AT PANEL EDGES AND (B) WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL INSIDE CORNER DETAIL 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 P. e FRAMING MEMBERS NOT 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET No. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE Simpson St r o n g— I e TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS HDU MET: THE ATTIC AREA SACCESSIBLE BY A ULL - DOWN STAIRWAY BRACING DETAIL EXTERIOR CORNER FRAMING ORFRAMEDOPENNGIN ACCORDANCE WITH sECTION 8071AND2 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED K3 SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) \� C 1 �~° The design of this structure Is based upon prescriptive approach using the ( TABLE 3. 1 WFCM HIGH WIND EDITION ) 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 GENERAL N 0 T E S: NAILING SCHEDULE York State 'RESIDENTIAL CODE January 2010. Q MAX. ANCHOR BOLT SPACINGINCHES ( ) L1„! ( r ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 All works shall be performed in accordance with all state, LL , NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on unic�p,I, local zoning and building codes and ordinances r,C' K 1 i JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 30 sheet no. 1 Navin jurisdiction and best standards of construction cs� - ''� r All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301.2,1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. 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 CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED, Protection Fastening Schedule For Wood Structural Panels) 2, The Contractor shall verify all conditions at the site, Any ., - 'E 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 discrepancies must be brought to the attention of the Architect 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 Ven R303 responsible for corrections not reported once he hos started work 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 9 z CEILING JOIST OVER PARTITIONS FACE-NAILED CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. Ceiling Height-Section R305 3, Contractor shall guarantee to the Owner that all materials and 0 COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TiE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Sanitation-Section R306 equipment incorporated in the work will be new, and that all work - BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R30$ Of One year form the date of the final Certificate of Occupancy, TRIM BOARD TO RAFTER END-NAILED 2- OR PANEL SIDING FOR Sd COMMON NAILS Garages and Carports-Section R309 4, The Architect shall not be responsible for the construction means, CL 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 INCHES O.C, Land ingr-Section R311.5.4 shall not be responsible for the contractors failure to carry out v 2-16d SEE NOTE 1 PER FOOT 4' PERIMETER 16 E Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED ( EDGE ZONE 4-16d JOINTS - EACH SIDE Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. INTERIOR ZONE 16 F 17 (SEE NOTES 2) 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' Q.C. ALONG EDGES GABLE ENDWALL RAKE AND RAKE TRUSS E 4 NOTE 4 Foam plastic-Sectlon R314 5. The contractor and all subcontractors shall maintain continuous 2-16dPER 2X4 STUD F Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 Compensation, etc.) and general liability in an mount not 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 0 r-) 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-Sect Ion R318 SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, Protection Against Decay-Section R319 coverage not less than S 2 million. The Architect shall be Fn FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2, TABULATED 12" O.C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING named insured on any and all policies, w co MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 6. P;ovide 0.025' of a meatal shield, other than aluminium, over fibrous O' ao FLOOR FRAMING 3. TABULATED 6»TO 6 INCHES 0. C. Site Address-Section R321 O,C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRinsulation at all perimeter sills. USS FRAMING Accessibility-Section R322 insulation 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 sy JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 or pressure creosoted. 2-8d 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 WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Foundation-Chapter 4 in each bedroom, on all floors and Shall be all interconnected per code. 3-16d TO 3 INCHES 0. C. P 9, All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. at 3000 pounds LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST 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 PER I THREE SECOND GST found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind, O i i,, i x 3-8d PER JOIST i'I' WINO SPEED(MPH) 85 90 100 110 120 130 140 150 11. All electrical work to be in accordance to the rules and JOIST ON LEDGER TO BEAM TOE-NAILED (. or test hole for alternative footing and foundation wall design. E I FIE I FIEA FIE I FIE I F IE I FIE I FIE IF regulation Of N,Y.B,F.U. and a N.Y,B.F,U, certificate Is ' to be presented to the Owner at the completion of the job. I, 3-16d PER JOIST I'I AND JOIST TOJOIST END-NAILED li:l SHEATHING RAFTER Foundation Notes: �I''' 3-16d PER JOIST :� LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS d. " 12. Plumbing Installation t0 comply with State and Local Codes 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 5/8 Ancor Bolts (SSTB-28) See chart on this sheet for spacing SPACING OR 10 D BOX NAILS (INCHES O.C.) „ , „ and the sewage disposal system to meet Health Department standards. ^I ROOF SHEATHING I (SEE NOTE 1) (INCHES oc) 8 poured concrete foundation wall, 8-0 high, 3000 # test 13, Do not scale drawings. Use figure dimensions only, ` V 12 6 12 6 121611215-12 12 2 2 12 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 ( ) 16 6 12 6 1216112 6 12 s 1zN1212 6 1z p g 3000# test Energy Conversation Construction Code. All glazed area to be double I 8d SEE TABLE 3,10 INTERIOR16"x8" poured concrete wall footings, STRUCTURAL PANELS ZONE 19.2 12 6 12 1 z 6 12+ „ „2-1 3/4 x11 7/8 Microlom Girder (or 3 1/2 x11 7/8 Power Beam) glazed and all exterior door to have insulated cores. DIAGONAL BOARD SHEATING iPERIMETER 12 6 12 6 12 6 12 s 6 26 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as Indicated on these plans exceeds W » » » 2-8d PER SUPPORT EDGE 19.2 26 16 ' ' Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. 0 1X6 OR 1X8 2oNE 24 12 ` 30"x30"x12" deep poured concrete column footings, 3000# test16. These drawings and specification are instruments of service and 1"X10" OR WIDER 3-8d PER SUPPORT GABLE ENDWALL RAKE OR RAKE TRUSS w OOKOUT BLOCK 6 6 6' 6' 6' 6'6'6' 4 4 - - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for0 GABLE ENOWALL RAKE OR RAKE TRUSS W/O RAKE O4ERHANG 6 6 66 66 6 6 6 6 ss66' 6' s' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q CEILING SHEATING BOARD SHEATHING on arry other project except by written authorization of the Architect. „ SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-site GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS '- inspection and certifications as required or requested b the Owner, SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil P� q q Y 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 g p . x G OR I x e SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. O STRUCTURAL PANELS 8d (SEE TABLE 3,10) 1 x 10 OR LARGER SHEATHWG 12 - 19.2 313 131 3 3 3 3 3 3 3 3 3131 31 31 3 Provide 3 1/2' steel lolly columns. �( Backfill shall not be placed against the wall until the wall has sufficient �l 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 t0 prevent damage b 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 P g Y ( ) » » SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 25/32" 8d 3 EDGE / 6 FIELD 2_ TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 1" EDGE / 10" FIELD 3� EXTERIOR NEL SIDING WITH 0.42<G<0,49, THE NAIL GALVANIZED BOX NAILS SHALL BE ED TO BE REDUCED TO BE SUBSTITUTED 6' D.C. Droftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q 1 , 1 GYPSUM WALLBOARD Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 W FOR COMMON NAIL Q HARDBOARD 8d ` (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: W 8d (SEE TABLE 3.11) TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM, SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie PARTICLEBOARD PANEL Floor joists: see Foundation and Floor Plans, spacin as noted. NOTES FOR SPACING I0 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Fasten per Table 3.1 WFCM. 9 U210 2X6 Ifl UJ DIAGONAL BOARD SHEATING LOADS EXPOSURE C SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-8d PER SUPPORT 2-2x6 ACQ sill with termite shield and sill seal. 1"X6" OR 1"X8" SHEATHING LOCATION Finish floors per agreement. LT?4 16 O.C. AT EXTERIOR PERIMETER Q n/ 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10,d X 1 1/2" 1"X10" OR WIDER OR PANEL SIDING FOR Sd COMMON NAILS Wall construction - WFCM Prescriptive Method. US.F�'(4)-8d NAILS AT EACH END FLOOR SHEATHINGSEENOTWallframing 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 3.3B,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 SAF' CONNECTOR AT 16" O.C. F 12 SEE NOTE 2 overhangs as noted. U:E (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 8d 6 EDGE / 12 FIELD ( )- 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. RHA JOIST TO STUD CONNECTION USE: MEMBER VVITH 2-1/2" X 5° LAG GREATER THAN 1» T ek housewra » MIS 36, 16 O.C. ++ DIAGONAL BOARD SHEATING 1/2" plywood sheating,see fastening schedule, Table 3.1, 3.9 WFCM, USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 2-8d PER SUPPORT (TABLE 3.11 WFCM 2001 HIGHWI_ND 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 WW SPEED(MPH) 85 90 100 110 120 130 140 150 1/2 MR GWB in wet areas 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window In each sleeping room shall comply with the exit re irements Simpson Strong-Tie P 9 P Y q RAFTER TO STUD CONNECTION USE: O NAILED 3" ON-CENTER AT THE PANEL EDGE E IFIEIFIE IFIE IFIE IFIE IFIE IFIE FF of section R310. MTS 36, EACH ROOF RAFTER U210 X � 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 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: Z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE t (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602,10.5 H7 EACH ROOF RAFTER ++ Q ( ) g g 4-10d x 1 1/2" 0 -� SHALL BE USED TO MAINTAIN THE LOAD PATH. 12 6 12 6 12 s 12 12 12 12 12 12 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 16 6 12 6 z 6 12 6 1z 6 12 6 1z 6 12 6 12 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 PERIMETER EDGE 12 6 12 6 12 6 12 6 1 6 12 6 12 6 12 6 122 ) 1 6 12 s 12 12 1 1 R905.6 DECK POST TO GIRDER CONNECTION USE: ZONE 4 12 12 12 1 6 1 6 =6 ° Underlayment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST Q L`' SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- 00� _J SIMPSON H-8 USE W/ONLY %" ANCHOR BOLT (14") BOARD SHEATHING OR LAP SIDING percent slope), o L� 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 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 slope ), MTS12 ® EACH JOIST 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underlayment ( ) ye PP g Apply ( ) P ` X210 2X6 (EVERY STUD) STUD TO SI (SEE NOTE 1) (INCHES OC) shall be two 2 I rs applied in the following manner. A I A 19-inch (483)strip PORCH POST TO DECK USE: •° (SEE ANCHOR SCHEDULE, ATTACH T 1 X 6 OR I x B SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of PS720 (ALIGN WITH JOIST BELOW) �.� AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) , x+o OR LARGER SHEATHING 12 - 24 1313131 3 3 3 3 3 3 3 3 3 3 31 3131 underloyment felt layers with and starting at the eaves , fastene-1 sufficiently to E- NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 'N SIMPSON _ (IN) Starting I 36- inch wide 914 mm sheets of underla ent, PORCH ROOF RAFTER TO GIRDER USE: • HDU 1 FOR WALL SHEATING WITH INTERMEDIATE OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping at the eave , appy ( ( ym ° REQUIREMENTS SHALL BE USED. Overlapping H2.5A AT EACH ROOF RAFTER •4 (14) SDS Y4" X 3" WOOD SCREWS successive sheets 19 inches 483mm , and fstened sufficient) to hold in lace. 4-10d x 1 1/2" CIOM1 G TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED IN STUD FRAMING MEMBERS HATH ( ) Y P TYPICAL PORCH / DECK LEDGER• 7" MIN EMBEDMENT G>O,4g, 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) Ur1ItS vertical in (12) UnItS, E �/ "' (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED ° FOR COMMON NAIL Ice Protfctlon Section R905.2,7.1 °D • •4 A-3,2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B ( ) CONNECTIONS T A ° °,•, ,, V - Underla ent In High wind Section R905.2.7.2 0 o ° (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE FA oflashing (Section R905.2.8)( ) Chimneyand fires aces - Chapter 10 STU Y2 BEARING PLATE �•° °�°. a .' ,+ •, 1 1/4" COIL STRAP - 16" O.C. Energy fficiency P Chapter 11p see attached report �c• c , ,p vDOUBLE 2X MIN, ° USE 4-8D MAILS @ EACH STUD Mechanical - Chapter 12 FOR HEADER OR •° "A .•a•e4•° ,a�, Lia Q••4„ ° " ' General Mechanical System - Chapter 13 1 A a Heaitng and cooling equipment - Chapter 14 BEAM �_ D ,da ar a 4 all a �. D \ .� Exhaust Sustem - Chapter 15 ■ Z �� • ^• °• y� °•• o e DOUBLE TOP PLATE MTS30 ROOF RAFTERS CombustiDuct System ir Chapter Chapter Simpson Strong-Tie _ .;io' •n D, a o o Chmneysoandi Vents - hapter 18 AC4 a, 4 o• , C a•,, 144 ° Plumbing - Part VII AT EACH POST o 1110 1; °"L, a••.° SEE PLAN ° SSPJ 1 3/4" IMUM A D' a. c ° ° U) LILI � EDGE DISTANCE '�•, c °D HEADER LSTA21 Q Simpson Strong-Tie FLOOR TO FLOOR U KING STUDS CS20 1%" COILED Y2" THREADED ROD i CONNECTION STRAP, MIN 12" REQUIRED FOR STU 1/2 o JACKSTUDS OVERLAP AT EACH W L co SIMPSON STRONG - TIE STUD ><0 m 1 1 /4" COIL STRAP 10 2"MINI ER CNW NUT COUPLER �{ 16" O.C. USE 4-8D `V MIN EDGE NAILS AT EACH STUD ►� JACK 0 SILL ° �� :. ' :; DISTANCE* MIN OVERLAP IS 12 SIMPSON STRONG-TIE > I I I RT2.5 - .. "��. e ••+• � .a o MIN EDGE SHEET N0. H8 OR 1 1 /4" COIL •>�.� �e� :a ti,. •.• .. o :•• STHD8 DISTANCE* STOCK FLOOR TO FLOOR Simpson Strong- " * WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AT EACH POST orir;G r MINIMUM SD S ANCEEE FCHARTEFOR RAFTER USE 8-16D P N RI R WALL CONNECTIONS. INSTALLATION MIN. OVERLAP IS 12 FRAMED 0 ENI G EXTE 0 CANTILEVER CONDITION SILL PLATE TO RIM JOIST AND - STUD TO ROOF RAFTER NAILS AT EACH END, �- 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT