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Home My WebLink About37966-Z OfF64c Town of Southold Annex 2/21/2014 ��o`P aGy P.O.Box 1179 54375 Main Road oy Southold,New York 11971 0ERTIFICATE OF OCCUPANCY No: 36777 Date: 2/21/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 405 W Cedar Point Dr, Southold, SCTM#: 473889 Sec/Block/Lot: 90.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/11/2013 pursuant to which Building Permit No. 37966 dated 4/23/2013 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 porch, rear entry deck, second floor deck and attached two car garage as aapplied for. r The certificate is issued to Manzi,Mary&Humes, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0031 10/25/13 ELECTRICAL CERTIFICATE NO. 37966 1/21/14 PLUMBERS CERTIFICATION DATED 2/11/14 William Schwamb Plumbing )4tWrizA Sijilature o�S�FFO'1r- TOWN OF SOUTHOLD floey BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT.ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37966 Date: 4/23/2013 Permission is hereby granted to: Manzi, Mary & Humes, Susan 9 Rockhall Ln Rocky Point, NY 11778 To: construct a new Single Family Dwelling with attached garage & covered front porch per Trustees & DEC approval as applied for At premises located at: 405 W Cedar Point Dr, Southold SCTM # 473889 Sec/Block/Lot# 90.-2-27 Pursuant to application dated 4/11/2013 and approved by the Building Inspector. To expire on 10/23/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,494.00 CO -NEW DWELLING $50.00 Total: $1,544.00 Building Inspector ,IQ G'CLC� Form No.6 Y TOWN OF SOUTHOLD. -.Z Y f BUILDING DEPARTMENT �C TOWN HALL 3 oZlo� 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-digposal(S-9 form)'. 3•. Approval'of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial:building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliauce'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 EQmpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shalll,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$50.00, Additions.to accessory building$S0.00, Businesses$50.00. 2_ Certifieate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate.of..Oecupahcy-$25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $1.5.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: ' /(check one)- Location of Property: 0-5- 2Qa, AG 7�?6f�[ I ouse-No.. Street Hamlet owner or Owners of Property: 1 , ' 7—i Suffolk County Tax Map No 11000, Section (j am Block O,;� Lot O o Subdivision A- a ©S ay Filed Map. D Lot: Permit No. 3 7 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Bequest for: Temporary Certificate Final Certificate: (check one) =ee Submitted: $ J2�. M�'�rMef , w�7Lte pplicant Sign ture SO(/lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A iQ roger.riche rt(aD_town.southo Id.ny.us Southold,NY 11971-0959 C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McDermott Address: 405 W Cedar Point Dr City: Southold St: NY Zip: 11971 Building Permit#: 37966 Section: 90 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MD Power License No: 33345-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 42 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches F56 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 2-combination smoke/co detectors, 5-paddle fans, 4-exhaust fans, 1-40a cook top,1-40a oven, 1-20a dish washer,9-ARC fault circuit breakers Notes: Inspector Signature: , Date: Jan 21 2014 81-Cert Electrical Compliance Form.xis CERTIFICATION Date: -_ �-C" 4 Building Permit No. 7 9 C CA G'— Owner: Ct✓y I cu—)Z-i (Please print) j Plumber: S C-kc k)&P,-, + (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (INimbers Si e) Sworn to before me this f day of 20_A L 91i I-M �[ NotaryPublic,Sv \o 0 1� County LAURA CANGEMI RY PUBLIC Fiioi New York ouaffied in Suifolk county Vr:i:ssion Expires March 15, O�aOf SOUTyo! coulm", TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIONFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: el DATE �0 INSPECTOR SO(/lyolo 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 INSPECTOR o�aoF soulyo 6 couNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ZFNDATION 1ST [ ] ROUGH PLEIG. UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 410 G - V DATE INSPECTOR - �o�a0f SO(/lyo� �o 00UNi`I,N�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2 ] INSULATION [ ] FRAMING / RAPPING [ ] FINAL [ ] FIREPLACE & E [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _,Oj l - S DATE .3 INSPECTOR 116e-V Of SOUI�olo UNi`I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON [ ] FOU ATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL=(ROUGH) [ ] ELECTRICAL (FINAL) REMARK t,ILE clec_ DATE INSPECTOR Of SOUTyo� �y�pUM'1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ar a DATE 016.3 / INSPECTOR �` r �aOF SO(/l�D cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ZINSULATION UGH PLBG. ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( REMARKS: c DATE INSPECTOR OF SOUIy�� l TOWN OF SOUTHOLD BUILDING DEPT. l 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE r Lf INSPECTOR �o o ,� Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ I'NA L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �_ ` L DATE / INSPECTOR ',/ O��OF SO(/Tyol �ycOUM'10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] RO GH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i j DATE / INSPECTOR Mary Manzi 9 Rockhall Lane Rocky Point, NY 11778 (631)744-8504 February 12,2014 Town of Southold Building Department Southold, NY RE: Permit#37966 405 W Cedar Point Drive, Southold To Whom It May Concern: This is to state that I will make certain there is grass growing at the property located at 405 W Cedar Point Drive in Southold. If you have any questions or need any further information, please contact me at (631)744-8504. Thank you for your attention to this matter. Sincerely, J Mary anzi 10 M 1 KOXI 0 J!2^zY al � • r • r 1 � �� ROUGHFRAMING ,%l PLUN 1: t r - .emu.._ iv ��_' � ��.. �J T i N$:M,ATION PEII N.Y. ,� / STATE ENERGY i • 1 ///I� ce►�'j t IA ff Ir V RAW r C'1 �:!MCI am - , _ 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT i Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 I _ __ _ 4 sets of Building Plans TEL: (631)765-1802 BLDG. DEPT. Planning Board approval FAX: (631) 765-9502 TOWN OF SOUTHOLD I �f,^ Survey SoutholdTown.NorthFork.net � `fi`f' Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20a Storm-Water Assessment Form Contact: Approved 20a Mail to: Disapproved a/c Phone: Expiration0 Building Inspector APPLICATION FOR BUILDING PERMIT Date 0-jp r , 2013 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and 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. I' � s -� L L C (Signature of applicant or name,if 6 corporation) 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder C- Cy,r^CL- t CCU�r4 CrZ� �V i I Cal C,•� Name of owner of premises HO(' H CL 17� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer -C 6-1_r- nCsemi . Cl S i nC1-0 Cf' (Name and title bi corporate officer) Builders License No. 7325 Plumbers License No. 2 8 E G rn 0 Electricians License No. fl 8 Q ra Other Trade's License No. 1. Location of la d on which proposed work will be done: � / H05- CeccLr Po-'�� !�'�U�'�, SOLO � 'vN House Number Street Hamlet County Tax Map N . 1000 Section d Block a� Lot G7-Z Subdivision �Q,- C-Q G c Filed Map No. _Lot 1 H G Y ! 2. State existing use and occupancy of premises and intended use an�d1 occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S%T�� `7 �e�"—J'0' C-� 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) �. V4. Estimated Cost t �bc� Fee a (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ti -% 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front y8 �/0 r Rear q6 '/° Depth /—/0 S f r Height 3L Number of Stories ;Z V 9. Size of lot:Front Rear /mil 5 Depth 10. Date of Purchase Name of Former Owner dJ� L�/O 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO `` 14.Names of Owner of premises A-4 N104�i Address a 4o I/ .Q• Phone No.7'-14-/- R S`�T Name of Architect 7 e W(2-7 J,7L.4 lelt A6.Address A'8' 4'�Co "" Q',&t•Phone No 7- Name of ContractorM✓-is 0-me; La f) LL L Address n 0- A-) 702- Q PT phone No.ZV/- Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF )ie Arc( 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 filed therewith. Sworn to before me this r, day.of V V j9 20 c. ;Signature Notary Public of Applicant fARY AURA CANGEMI N UBLIC, State of New Yor No. 5009611 Qualified in Suffolk County Commission Expires March 15, -a BOARD:OF SOUTHOLD TOWN TRUSTEES SO'UTHOLD,NEW YORK PERMIT NO..7161 ATE: AUGUST 19,2009 7 ISSUED TO: JOSEPH MANZI PROPERTY ADDRESS: 405 CEDAR POINT DRIVE WEST =SOUTHOLD SCTM#90-2-27 AUTHORIZA' TON Pursuant to the provisions of Chapter 275 and/or Chapter:j.a 1 of the Fawn Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 19.2009,and in consideration of application fete in the;sum of$2550.00 paid by Joseah,Manzi and subject t6the Terms and Conditions.a"s`trd din the Resolution;file Sbuthold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a two-story_single-family dwelling,.in-ground swimming pool, deck,garage;driveway and sanitary system,with.the conditions that either a split-rail fence and/or a line of cedar trees on 15' centers to be placed and maintained along the landward:edgy of the 50' Non, 't ..bpnce.Buffer..,a,50' Non- Disturbance Buffer to be maintained from the,splitrrail fence:and/or cedar trees seaward with a 4' wide access path through the buffer to the water,a line of staked hay banes with silt fencing is installed along the.50' setback,and as depicted on the survey prepared by Joseph A.Ingegno;last dated November 10,2005i dnd received on June 30;2fl09: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. O��gUf FO��co - � I . !l �'►t� Bob G os o, Jr. — 4b�sent �r iJ James F.King,President o��OF so�ryol Town Hall Annex Bob Ghosio,Jr.,Vice-President 54 Main Road P.O.. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q • a0 Telephone(631) 765-1892 Michael J.Domino O Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES January 23, 2013 TOWN OF SOUTHOLD Mr. Charles Cuddy, Esq. 445 Griffing Avenue Riverhead, NY 11901 RE: MARY MANZI 405 CEDAR POINT DRIVE, SOUTHOLD SCTM# 90-2-27 Dear Mr. Cuddy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 23, 2013: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#7161 to reflect the proposed residence,further from the wetlands; the Non-Disturbance Buffer to be increased from 50' to 75'; and the proposed split rail fence and/or cedar trees on 15' centers be placed and maintained along the landward edge of the Non-Disturbance Buffer; a 75' Non-Disturbance Buffer is to be established and subsequently maintained from the split-rail fence and/or_cedar trees seaward with a 4' wide access path through buffer to the water, and temporary placement of hay bales and silt fencing to be located along the landward edge of the 75' buffer; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated November 14, 2012 and stamped approved on January 23, 2013. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at(631) 765-1892. Sirnerely, a� James F. King President, Board of Trustees JFK:amn John M. Bredemeyer III, President �o�pS�fFOC��oGy Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25- James F. King H P.O. Box 1179 Charles J. Sanders o • OWSouthold, NY 11971 yd 9 pp� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0953C Date: February 21, 2014 THIS CERTIFIES that the construction of a two-story single-family dwelling; garage, driveway and sanitary system; a 75' Non-Disturbance Buffer established from split-rail fence ;seaward with&4'.wide-access path to the'water;-placement of a split=rail fence along the landward.-edge_oflhe:=T3•t:Non-LDisturbance Buffer.- At'405 Cedar Point'Dn�teUest, Southold,New York' Suffolk County-Tax-Map#90-2-27 - Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 30, 2009 pursuant to which Trustees Wetland Permit 97161 Dated August 19, 2009,was issued and Amended on January 23,2013 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a two-story single-family dwelling, garage; driveway and sanitary system; a 75' Non-Disturbance Buffer established from split-rail fence seaward with a 4' wide access path to the water; placement of a split-rail fence along the landward edge of the 75' Non- Disturbance,Buffer. The certificate is•issueidIo VARY MANZI owner of the. aforesaid pr6perty. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ED 1-4738-03493 PERMIT Under the Environmental Conservation-Law CL. Pe:mmittee and facility Ynformation Permit Issued To: Facility: MARY MANZI MANZI PROPERTY 9 ROCKHALL LN 405 CEDAR POINT DR WISCTM 1000-090-02- 027 . ROCKY POINT,NY 11778 SOUTHOLD,NY 11971. Facility Application Contact: JEFFREY T BUTLER PO BOX 634 SHOREHAM,NY 11786-0634 (631) 821-8850 . Facility Location: in SOUTHOLD in SUFFOLK COUNTY 'Village: SOUTHOLD Facility Principal Reference Point: NYTM-E: 71.8.576 NYTM-N: 4545.482. Latitude: 41'01152.5" Longitude: 72°23159.8" Project Location:. 405 Cedar Point Drive West - Watercourse-Peconic Bay Authorized-Acthdty: Construct a four foot wide access path through the freshwater wetland adjacent, area. Add a 75'buffer. Install a split rail fence at the landward edge of the buffer. All work must be in accordance with the attached plan prepared by Jeffrey T. Butler dated 11/14/12 last revised 1/2/13 and. stamped NYSDEC approved 1/30/13. (MAM) Permit Authorizations' Freshwater Wetlands-Under Article 24 Permit ID 1-4738-03493/00002. New Permit Effective Date: 1/30/2013 Expiration Date:.1/29/2018 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable.regulations, and all'conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BR K, 11790-3409 Authorized Signature: Date Page 1 of 6 10 �e° 4- 'Town of Southold - Chapter 236 - Stormwater Management SWPPP - S ol�� torm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) i APPLICANT NAME: Owner-Agent-Csultan Contrector r Other(Circle One) Property. NER.(If Different than Applicant) 9n i LL C- .Ad�tres . 01< 704 1Q. N L t(7 G C3 Ad �G 7r! YYTe(ICeJ/phone Fax#: - y E-Mail: E-Mail: Property Address: A/ pots \�(Je u u I J N Brief Description of Construction Activity,Proposed Structural BMPs,Sort �� S.C.T.M.#: 1000 cO SlL I" 4) k,( Stabalization BMPs,Project Scope and/or Sequence of Construction Activity District Section Block Lot (Provide Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: Address dc%l _ _ I P�q �t -- ^f --------- TrJeL7 Inc#yyy -Z FCoa ( -, �/-OL4 74 -t,_ GLeurrn 1- ------------------- E-Mail• iQtt_r-a. erni co op4m,) Pn _ -g __L��------------- I ; • C. h c+ Name of Persons Responsible for Installation$M�Intenance of Erosion Control Practice: f s s � -------------------------------- ? I east- Address: Telephone#: E-Mail: ___ _ ySLtdd-^ --__-,--__- �1 Total Area of All '��4 q0° Total Area of Land Clearing ------------- Project Parcels: L�a, G�s .. and/orGroundDisturbance: (S.F./Aaes) (S.F./Ac as) _ ---J Project Duration: Start End -.-_.----__..___--_____._-_-_,-_-_--.-__.__,_--- -_-- (Anticipated) Date: Date: .5-�-13 t (-3G 1 (Number of Calendar ays) _._._'...,._....,.._......"""._"'.'""""."""_..-....._»_,..,_„,,,,._,..,.„___»..,—.__-.,„., i Will this Project Disturbe five(5)or More Acres at µ+._»_._ - --____ _..- -" -----__._ -----" Any One Time During the Proposed Development? Yes No --------------•----------------------------__--_--_ If YES:Please Answer the Followingl -------------------------------------------- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary 0 Q �_ »rv- - _ ------------- __ and/or Permanent Soil Stabalization Measures? Yes No - "'"'"` ---------------------- -------- -------- d. Does the SWPPP Adequately Identify a Complete [� Q _._.._.._........._...._...._.....___.__...._....._.._....._._......_....._._..____._..._.__...._._.._..__..._ i I Project Phasing Plan? Yes NO Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific [� Q Practices that Will be Utilized to Protect Water Quality? Yes No I f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No p 0 ( � ........._....._...._....... ................__._. 1 GC.....c._. C.- _....__._..... - STATF,OF NF.W YORK, �(^^�� COUNTY OF....'sv..FfP).�:1// .............SS 1bat I,.... ...n...C�":.. Ck.!1....CI r......................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signI gAxmment) I - And that he/she is the ..........G217.l!!.Gt.�... .. ... ... .... ....... ....... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performrddrk and to make and file this application;that all statements contained in this application are true to a best of his knelief;and that the work will be performed in the manner set forth in the apcation filed herewith Sworn to bef� s; ..............................................day of. ..... ................................,20.1• Notary Public: �� (Signiai�:mpli SWPPP Assess ent FORM: 03-1 rPuA1ic,St2 qdo 61SY507Q79 ilt5t�falk G0((it (;�lmttii39ion F�Iirts fin.i6,24 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charles.cuddy@verizon.net April 9, 2013 Building Department Southold Town PO Box 1179 Southold,NY 11971 Re: Building Permit Application-Manzi Homes East,LLC 405 Cedar Point Drive, Southold Dear Sir/Madam: On behalf of Manzi Homes East, LLC, and Mary Manzi, property owner, we are submitting the., following documents in connection with construction of a new home at 405 Cedar Point Drive, .Southold: 1. Building Permit application 2. Four(4) sets of Building Plans 3. Survey with approval of Suffolk County Department of Health Services 4. A check in the sum of$1,494 based on 3235 sq.ft. Of floor area,including the porch and garage 5. Septic form 6. DEC approval on site plan together with the DEC Permit 7. Town Trustees approval 8. Flood Permit application and Certificate of Compliance 9. Single and separate search 10. Storm Water Assessment Form Please review the enclosures and issue a permit to the applicant. Very truly yours, Charles R. Cuddy CRC:ik P.S. Also enclosed is an Application for Certificate of Occupancy and check for $50.00. SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �DUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 10, 2014 Mary Manzi 9 Rockhall Lane Rocky Point, NY 11778 Re: 405 W. Cedar Point Rd, Southold TO WHOM IT MAY CONCERN: T e Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ote: Also need Affidavit stating groundcover will be applied in the spring. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. *"'Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37966 — Single Family Dwelling CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIPPING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)3669-MO P.O.Box 1547 PAX: (631)369-9080 Riverhead,NY 11901 February 19, 2014 E-mail: charles.cuddy@verizon.net Board of Town Trustees Town of Southold PO Box 1179 `-,q--� � Southold,NY 11971 �, U Attn: Ms. Elizabeth Cantrell, Secretarial Assistant FEB 2 1 2014 Re: Mary Manzi-405 Cedar Point Drive, Southold SCTM#1000-90-2-27 BLDG.DEPT. TOWN OF SOUTHOLD Dear Ms. Cantrell: Pursuant to the Town Trustees approval, we are enclosing a certified copy of the Declaration of Covenants recorded with the Suffolk County Clerk on February 19, 2014, at Liber D00012763 Page 920. Please make it part of your record. Very truly yours, Charles R. Cuddy CRC/ik Encls. Cc: Southold Town Building Department CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIPPING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 February 20, 2014 E-mail: charles.cuddy@verizon.net Board of Town Trustees Town of Southold PO Box 1179 Southold,NY 11971 Attn: Ms. Elizabeth Cantrell, Secretarial Assistant ( L FES 2 1 2014 Re: Joseph G. Manzi,Jr.-355 Midway Road, So thol - BLOG. DEPT. SCTM#1000-90-2-28 TL"21'of L;Tfio:p Dear Ms. Cantrell: Enclosed please find a certified copy of the Declaration of Covenants recorded with the Suffolk County Clerk on February 19, 2014, at Liber D00012763 Page 990. Please make it part of your record. Very truly yours, Charles R. Cuddy CRC/ik Encls. Cc: Southold Town Building Department Kevin McDermott 5 Acorn Lane Commack, New York 1172 5 February 10, 2014 Town of Southold Building Department Town Hall Annex Building -54375-Route 25 P.O.Box 1179 Southold,NY 11971 To Whom It May Concern: This letter should serve as an affidavit to promise to plant ground cover spring.of 2014 as soon as the weather permits and is conducive to plant growth. I realize this is a condition of passing final inspection and issuing a certificate of occupancy for the property located 405 Cedar Point Road W,Southold,NY 11971. (BP37966Z) State of New York County of Suffolk Sincerely, Subscribed to and sworn (or affir this lb2e�f?oDre by this b Kevin McDermott(Property Owner) otaiy's Signature 405_Cedar-P_Oint-Road W Southold,NY 11971 ponr9a D�. Sch,aeter ' n :aie of ��im'av York Pl®ta9�l fl.+G � v: �s 0 t Qualiolced in ;ul-Folic�;oa�n Commission Expires June ZZQ' j 1 FEB 2 7 2014 916G DEPI. Pot D SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK D(Residential @ $10 or ❑ Non-Residential @ $25 : Septic Tank 0 or Cesspool Application No. Permit No. Applicant Name:, Nl cm z.(- P yyr)e_5, LL 4, C Applicant Mailing Address: P 0 15 Cox 70 2 Iu c(C l P4-, 7 7 Brief description of Propsed Construction or Alteration: Wf f� Sepbel Sys1G14 A4i 6e �do� �►®BSc Location of Proposed Construction/Alteration: Owner of Property: `M C,ru Owner Mailing Address: dzkaJ I b-) �� Cu P-� .� 1 178. Property Address: o.S CeJ/c, So ,��al� NY i G -7 Name and Telephone No. of Contact Person:� Q�, ! ,/ 4O ;?, Tax Map No.: Section: Block: o Z Lot: 7 Nearest Cross Street: Ac so� ,ec,sr cqr �/ cG ;w �5e Jd„ F Ge�ur ©i, bf, NOTE: LOCATION MAP MUST BE SUBMIT D.WITH AP LICA ION. NEW rA "d vV" CONSTRUCTION REQUIRES SURVE WIT AL D PAR ENT APPROVAL. iga ture of AlWafit Ay 6y,��,z Date Received by: P%UVVVH1 iC 0 jwkoo 1 KA%.# 1� Imon issuing policies of Estewart title Insurance company SS#ADV-9862-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON, ESQ.,being duly sworn, deposes and says: THAT he is the President of Advocates Abstract,Inc., an agent of Stewart Title Insurance Company,and has caused a search to be made,under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000; Section: 090.00; Block: 02.00; Lots: 027.000 THAT such search includes a chain of title to the premises and all of the adjoining lots since prior to June 2, 1971 and such search shows that according to the names listed herein as shown by the search of the public records,no contiguous property was owned by an owner of the property involved since that date. THAT this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the results of the search herein. THIS Company's liability is limited to One Thousand($1,000.00)Dollars for negligence only. NO policy of title insurance is to be issued hereunder. ADVOCATE'S ABSTRACT,INC., Agent for Stewart Title Insurance Company �r — BY: STEPHEN M. RICHARDSON, PRESIDENT Sworn to before me this 20th day of February, 2013 Janice A Magee Nuts--r rublic, State of NEW York (?IMA4832771 Page 1 of 6 in Suffolk County L`6pires Mare h 30 20 �S 6302 Route 25A, P.O. Box 958 - Wading River, NY 11792 631-929-6686 - 631-929-3708 fax SUBJECT PREMISES: 1000-090.00-02.00-027.000 Howard A. Toedter,Inc. Dated: 07/15/49 to Rec'd: 07/18/49 John A. Kemp Liber: 2971 pg. 288 (premises and more) John A. Kemp Dated: 07/01/61 to Rec'd: 07/18/61 Grace Edson Liber: 5018 pg. 368 (premises and more) Grace Edson Dated: 06/01/71 to Rec'd: 06/02/71 Lefferts P. Edson Liber: 6939 pg. 454 Lefferts Paine Edson died,testate, Suffolk County,New York on 5/3/89 (1075P1989) Lewis Lefferts Edson, as Executor Dated: 01/10/2006 of Lefferts P. Edson Rec'd: 04/19/2006 to Liber: 12446 pg. 65 Susan S. Humes, 1% interest and Lewis Lefferts Edson, 99% interest Lewis Lefferts Edson, as Executor Dated: 02/28/2006 of Last Will and Testament of Rec'd: 03/10/2006 Lefferts Paine Edson, deceased Liber: 12439 pg. 823 to John Guido continued .......... -------------------------------------------------------------------------------------------------------------------- ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20th day of February, 2013 c Jr-, .- A t-Fpc Stare of New York Page 2 of 6 No. G11dTA48932771 Qualified in Suffolk County Commission Expires March 30 20 1*5 1000-090.00-02.00-027.000 continuation John Guido Dated: 08/30/2006 to Rec'd: 08/31/2006 Joseph G.Manzi,Jr. and Liber: 12467 pg. 208 Mary Manzi,ux. Joseph G. Manzi, Jr. and Dated: 03/23/2007 Mary Manzi,ux. Rec'd: 04/10/2007 to Liber: 12500 pg. 180 Mary Manzi (LAST DEED OF RECORD) -------------------------------------------------------------------------------------------------------------------- ADVOCATE'S ABSTRACT, INC. BY: SIrfHEN M. RICHARDSON Sworn to before me this 20"day of February,2013. Janice A Magee Notary Public, State of New York No. 011Y A4332771 Qualified in Suffolk County Commission Expires March 30 20 15 Page 3 of 6 PREMISES ADJOINING SOUTH: 1000-090.00-02.00-028.000 Howard A. Toedter, Inc. Dated: 7/15/49 to Rec'd: 07/18/49 John A. Kemp Liber: 2971 pg. 288 (premises and more) John A. Kemp Dated: 07/01/61 to Rec'd: 07/18/61 Grace Edson Liber: 5018 pg. 368 (premises and more) Grace Edson died,testate, Suffolk County,New York on 5/24/88 (1074P1989) Lewis Lefferts Edson, as Executor Dated: 02/28/2006 of the Last Will and Testament of Rec'd: 03/10/2006 Grace Edson, deceased Liber: 12439 pg. 824 to Manzi Homes, Inc. Manzi Homes, Inc. Dated: 05/30/2006 To Rec'd: 06/02/2006 Rockhall Development Corp. Liber: 12453 pg. 184 Rockhall Development Corp. Dated: 05/21/2007 to Rec'd: 05/25/2007 Joseph G. Manzi, Jr. Liber: 12506 pg. 900 (LAST DEED OF RECORD) -------------------------------------------------------------------------------------------------------------------- ADVOCATE'S ABSTRACT,INC. BY: n STEPHEN M. RICHARDSON Sworn to before me this 20th day of February, 2013 Jeni.cs A Yagee Notary Public, state of RTex York Page 4 of 6 No. 01biA4832771 Qualified in Suffolk County Commission Expires March 30 20 15 PREMISES ADJOINING EAST: 1000-090.00-02.00-026.000 Howard A. Toedter, Inc. Dated: 07/15/49 to Rec'd: 07/18/49 John A. Kemp Liber: 2971 pg. 288 (premises and more) John A. Kemp Dated: 07/01/61 to Rec'd: 07/18/61 Grace Edson Liber: 5018 pg. 368 (premises and more) Grace Edson died, testate, Suffolk County,New York on 5/24/88 (1074P1989) Lewis Lefferts Edson, as Executor Dated: 02/28/2006 of Last Will and Testament of Rec'd: 03/10/2006 Grace Edson, deceased Liber: 12439 pg. 822 to Manzi Homes, Inc. Manzi Homes, Inc. Dated: 05/30/2006 to Rec'd: 06/02/2006 Rockhall Development Corp. Liber: 12453 pg. 182 Rockhall Development Corp. Dated: 09/20/2006 To Rec'd: 09/28/2006 Claus Hertel Liber: 12471 pg. 514 (LAST DEED OF RECORD) -------------------------------------------------------------------------------------------------------------------- ADVOCATE'S ABSTRACT,INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20t'day of February, 2013. No. GILIA4332771 Page 5 of 6 Qualified in Suffolk County Commission Expires March 30 20 15 ---------------------------------------------------------------------------------------------------------------------- PREMISES ADJOINING WEST: Midway Road ---------------------------------------------------------------------------------------------------------------------- PREMISES ADJOINING NORTH: North Cedar Point Road West ----------------------------------------------------------------------------------------------------------------------- ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20"day of February 2013 Janine A Magee Notary Public, Sta't) of New York No. fd1MA4B32771 Qualified in Suffolk County Commission Expires March 30 20 15 Page 6 of 6 REScheck Software Version 4.4.3 Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 405 Cedar Point West NY Jeff Butler Southold Jeffrey T.Butler, P.E., P.C. Town of Southold, NY 206 Lincoln Street Permit Date:3/2013 Riverhead,NY 11901 631-208-8850 Compliance: . UA trade-off Compliance:12.5%Better Than Code Maximum UA:385 Your UA:337 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1325 30.0 0.0 46 Wall 1:Wood Frame, 16"o.c. 2356 15.0 0.0 161 Window 1:Vinyl Frame:Double Pane with Low-E 226 0.310 70 Door 1:Solid 42 0.390 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1325 30.0 0.0 44 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Titl Ign ure Date 'OF NEW y T. soT�0 cry 4 n�A F9 w LU Project Title: Report date: 02/18/13 Data filename:405 Cedar Point Drive W.rck Page 1 of 4 ` CREScheck Software Version 4.4.3 NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.390 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title: Report date:02/18/13 Data filename: 405 Cedar Point Drive W.rck Page 2 of 4 (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. 0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Cj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 208.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 312.0 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 156.0 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 104.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. 0 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: 'Ej Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title: Report date: 02/18/13 Data filename:405 Cedar Point Drive W.rck Page 3 of 4 Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. El Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: O A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 02/18/13 Data filename:405 Cedar Point Drive W.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 15.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.31 Door 0.39 NA Heating&Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: REScheck Software Version 4.4.4 Compliance Certificate Project AS BUILT-9=4-13 -----.__--_._.- Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York i Construction Type: Single-family SEP - 5 2013 1' Project Type: New Construction _� Conditioned Floor Area: 2,600 ft2 61_DG.DEPT._ Glazing Area 10% TMNiN1 Dr_SOUTHOLD Heating Degree Days: 5750 Climate Zone: 4 Permit Date: 3/2013 Construction Site: Owner/Agent: Designer/Contractor: 405 Cedar Point West NY Jeff Butler Southold Jeffrey T. Butler, P.E., P.C. Town of Southold, NY 206 Lincoln Street Riverhead, NY 11901 631-208-8850 Compliance: Passes using UA trade-off Compliance: 9.9%Better Than Code Maximum UA: 385 Your UA: 347 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,325 30.0 0.0 46 Wall 1:Wood Frame, 16"D.C. 2,356 13.0 0.0 171 Window 1:Vinyl Frame:Double Pane with Low-E 226 0.310 70 Door 1: Solid 42 0.390 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,325 30.0 0.0 44 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi 4.4.4 and to comply with the mandatory requirements listed in the check Inspectiog Checklist. Name-Tit] 1 e �P� PAY T. evT 0'A r Q n l W - z 073493 v.. gOFESSIONP,,, Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Pagel of 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2010 New Plans Verified Field Verified York Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions Energy 103.2 ;Construction drawings and ❑Complies [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code ;compliance for the building ❑Not Observable ; envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies ; 403.7 (documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code i compliance for lighting and ❑Not Observable i mechanical systems.Systems ❑Not Applicable (serving multiple dwelling units - I must demonstrate compliance with the commercial code. 403.6 ',Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 1 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not ion loads per ACCA Manual or _Qj I p ] Cooling: Cooling: ;❑Not Observable i other approved methods. ; Btu/hr Btu/hr ❑Not Applicable i ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 2 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions —Energy 303.2.1 ;Exposed foundation insulation ;❑Complies [FO11]2 iprotection. ;❑Does Not ❑Not Observable; ❑Not Applicable 403.8 ;Snow melt controls. I❑Complies [FO12]2 { ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 3 of 7 2010 New Plans Verified Field Verified York Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions Energy 402.4.4 l Fenestration that is not site built i ❑Complies [FR20]1 i is listed and labeled as meeting ❑Does Not ; :AAMA/WDMA/CSA 101/I.S.2/A440 y ') or has infiltration rates per NFRC 4 ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures; ❑Complies [FR16]2 !sealed at housing/interior finish ❑Does Not land labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies [FR12]1 !insulated to R-8.All other ducts R- R_ ;❑Does Not in unconditioned spaces or :d ' Not Observable outside the building envelope are ❑ i insulated to R-6. Not applicable if ; ;❑Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 "air handlers,filter boxes, and I ❑Does Not �� :building cavities used as return ;ducts are sealed. (❑Not Observable (❑Not Applicable 403.2.3 ;Building cavities are not used as ! f❑Complies [FR15]3 !ducts or plenums. i ❑Does Not ❑Not Observable I❑Not Applicable 403.3 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 j Circulating service hot water R- R- I❑Complies [FR18]2 `pipes are insulated to R-2. ;❑Does Not ❑Not Observable ❑Not Applicable 403.5 ;Automatic or gravity dampers are RComplies [FR19]2 f installed on all outdoor air ❑Does Not intakes and exhausts. IE]Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 4 of 7 2010 New York Insulation Inspection Complies? Comments/Assumptions —Energy 303.1 iAll installed insulation labeled or [IN13]2 hnstalled R-values provided. ❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 5 of 7 2010 New Plans Verified Field Verified York Final Inspection Provisions Value Value Complies? Comments/Assumptions Energy 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 !verified by blower door test result, :❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This '❑Not Observable ; U ;requirement may instead be met ; ; !via visual inspection, in which , ;❑Not Applicable :case verification may need to I I I I occur during Insulation Inspection. 402.4.3 Mood-burning fireplaces have ❑Complies [FI8]2 ;gasketed doors and outdoor ❑Does Not ?combustion air. J❑Not Observable 1 i❑Not Applicable 403.2.2 ;Duct tightness via post- cfm ; cfm ;❑Complies [FI4]1 1construction with maximum , PDoes Not leakage of 8 cfm to outdoors,or 1 ; ;❑Not Observable ; 12 cfm across systems. For rough-in tests,verification may , ; ;❑Not Applicable ; need to occur during Framing i I I I I ;Inspection,with maximum leakage of 6 cfm across systems land 4 cfm without air handler. 1 i I I I 403.1.1 !Programmable thermostats ( ❑Complies [17I9]2 installed on forced air furnaces. i []Does Not ❑Not Observable ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 I on heat pumps. ❑Does Not SSS❑Not Observable ❑Not Applicable 403.4 !,Circulating service hot water ❑Complies ; [F[11]2 "systems have automatic or []Does Not accessible manual controls. do ; []Not Observable I ❑Not Applicable 403.9.1 ;Readily accessible switch on ❑Complies 3 [FI12] 'heaters for swimming pools. ❑Does Not j 1❑Not Observable } I❑Not Applicable 403.9.2 ;Timer switches on pool heaters ❑Complies ; [FI19]3 !and pumps are present. ❑Does Not tIJ` ❑Not Observable ❑Not Applicable 403.9.3 ;Heated swimming pools have a ❑Complies ; [F120]3 ;cover.Covers on pools heated ❑Does Not {over 90°F are insulated to R-12. U []Not Observable ; ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies ; [F17]2 ❑Does Not J ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ; [FI18]3 i mechanical and water heating ❑Does Not �N !equipment have been provided. !!!� I []Not Observable []Not Applicable Additional.Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 6 of 7 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: AS BUILT 9-4-13 Report date: 09/04/1 Data filename: 405 Cedar Point Drive W.rck Page 7 of 7 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation - Wall 13.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass& Door!Rating U-Factor SHGC Window 0.31 Door 0.39 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF LOT 146 MAP OF R� � (vSFS r°UBh'F� CEDAR BEACH PARK �` 2S 0 �� /CMG FILE No. 90 FILED DECEMBER 20, 1927 39 x grFR SIT UA TE BAYVIEW \\ �r TOWN OF SOUTHO?' LD SUFFOLK COUNTY, NEW YORK � /H S.C. TAX No. 1000-90-02-27 3920,, RFFrJ SCALE 1 "=30' l R 3'�Qq r F x "' J / , � �� q . �•�• � MAY 6, 2005 �J �, JUNE 22, 2005 ADDED SITE PLAN �OST�c r :..:Q, •�2, Fo �� OCTOBER 18,D 2005 REVISED WETLAND NOTE S�,S ((� / cF p ly NOVEMBER 10, 2005 REVISED SITE PLAN /�ry��• � e. '�p \ Sc� OFb,,� C/B�Fc�/NC NOVEMBER 13, 2007 LATH OUT BUFFER LINE AUGUST 4, 2009 LATH SET O RogO wgrFR) FJUNE 5,EBRUARY2012 UPDATE DATUM R& (FLOOD ZONES TE ON 013, 2012 REVISE HOUSE LOCATION 9B,..; -(3--\ r FEBRUARY 27, 2013, 2012 REVISE PER SCDHS NOTICE 02/19/2013 ::: ::.ems 9 N FST MARCH 26, 2013, 2012 ADD TESTHOLE I / :: :::.Ir.. ' 1 ?�; " AREA = 25,868 sq. ft. ....................... Y.?3•. : - - '� (TO TIE LINE) 0.594 ac. x/ sT �HF q.P ::: :;:�. :: 000��_\ lY1LTE� 0:9 o / 6 "' """' ! _ h zo \ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM V o / O 9p,coy 4 sT ""S' x �j �li,>L \ EXISTING SPOT ELEVATIONS ARE SHOWN THUS:10-0 EXISTING CONTOUR LINES ARE SHOWN THUS: - --7-- - 3 \0 \ j PROPOSED CONTOUR LINES ARE SHOWN THUS: B :::;.:ryej•: \ PROPOSED SPOT ELEVATIONS\ NS ARE SHOWN THUS:$Q s o 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. J Q 1� 2 :' �/ �0 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP // O 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. eSy \9 2 POOLS; 6' DEEP, 8' dia. 3 �3Q q� �r O4p- �0 gyp % PROPOSED EXPANSION POOL J x 'I Q� LL i I #PD AO ,Q ®PROPOSED LEACHING POOL I x u Yy�LLVIV �cy LLJ F I Dlp.5' PROPOSED SEPTIC TANK I PROPOSED SPLIT RAIL FENCE 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Q / V s.ax I 4J 1 - - A LANDWARD EDGE OF 75' SETBACK AND TEMPORARY PLACEMENT OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OF HAY BALES AND 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO169H O �o I . 1 J, SILT FENCE ZONE A+: BASE FLOOD ELEVATIONS DETERMINED ox xO II I ?��, ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF ix ANNUAL P� I �� P /• `6 CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; CV x I `�V\'r�� 1 ` 1 , `2�N AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE FLOOD. 11 Q� I t .. �. �4 �► F,I, 6. LATHS SET FOR TOWN TRUSTEES INSPECTION SHOWN THUS: C, \ "5 ,4 THE7. TOTAL AREA TO BE DISTURBED: 19,800 SQ. FT. Q /I p�{GQ F(F NYS FRESHWATER W e, 3 �o ` ` d` 1 (• ON SUFFOLK ENVIRONMENT WETLAND BOUPIDARIY IS J U \ S�STq / `�� l c� REVISED SURVEY PREPARED ONSULTING, Inc.. UNEQUAL TO W m kf / I D ` 6/22/05 AS BY JOSEPH AS SHOWN o - - - fST y0C f l / ` 1/ rn FAG �� ¢ DETERMINED By RA. ARSH NON LAST ST A' /28/05 DRAINACE SYSTEM CALCULATIONS' cn 'vLAJ ��' s I i� NO 1 75' ` S 3 FSG ROOF AREA: 1,886 sq. ft. N 43 �, ` NfIvs / 1 1,886 sq. ft. X 0.17 = 321 cu. ft. x SO / I I NO FF UR qNC 3 321 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required TEST wE( �B I �eU FTIgTjON S J 3�� PROVIDE (2) 8' die. X 5' high STORM DRAIN POOLS 1 G. 2.2 2J. .,> >'' DRIVEWAY AREA: 1,012 sq. ft. a 9 I A \ J , ' 1,012 sq. ft. x 0.17 x 0.6 = 103.2 cu. ft. I 1 1 9 I J� 2? 103.2 cu. ft. / 42.2 = 2.45 vertical ft. of 8' dia. leaching pool required x ` S •� ,�'' PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOL WITH OPEN GRATE 00 RD ZOT r`rj�.S4 � 19O YA5,000sg500x sq. 7tx 0.2 = 170 cu. ft. ; J s 170 cu. ft. / 42.2 = 4 vertical ft. of 8' die. leaching 9� 2 � � g pool required �0 ACANT �y � •� 53,E PROVIDE (1) 8 die. X 4 high STORM DRAIN POOL WITH OPEN GRATE Ait« T Os � di ": VICES07rUFFOGK COUNT',' � AN, � LOT COVERAGE PERI,:I T POD!':?^ C'':..L.OF C'3N^T'I C"10?1 °L�G12 A y c � p � DESCRIPTION AREA % LOT COVERAGE s„ HOUSE 1,700 sq. ft. 6.6% PORCH 187 sq. ft. 0.7% DECK 683 sq. ft. 2.6Y TOTAL 2,570 sq. ft. 9.9/. PREPARED IN ACCORDANCE WITH THE MINIMUM /y?"I' 0`.'i u? -....•_�.•••- STANDARDS FOR TIT LE SURVEYS AS ESTABLISHED `"Orl? MA',,N,'UM �'�.. _ _ i»»rwt'00-:i5 BY THE L.I.A.LS. AND APPROVED AND ADOPTED EXPIRES THi.sEE`t`EARS s'"I�.WI DATE OF APPnOVAL FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. TEST HOLE DATA TEST HOLE DUG NATHAN CORWIN L.S. ON MARCH 25, 2013 HOUSE PROPOSED SEPTIC SYSTEM DETAIL EL 9.5' 8'TOP BURIED 0' �. +4' DEEP max. FINISHED GRADE (NOT TO SCALE) t J ELEV. t 1.8' DARK BROWN LOAM FINISH GRADE BURIED 1' DEEP min. 2' DEEP max. �'r ` r PRECAST REINFORCED CONCRETE COVER 24'dio. LOCKING, WATERTIGHT dt INSECT PROOF MIN. 4 dia. •Y'i � �7 CAST IRON COVER TO GRADE ELEV, 12.0 BROWN SILTY LOAM y MIN. 4' dia. 2' APPROVED PIPE 20•min O'min. 4 TOP EL 10.0 3 1' t PITCHED 1/4'/1* TOP ELEV. 10.8, APPROVED PIPE �• f � y� i N o PITCHED 1/8-/1' 8 r-1 t INV.8 INVERT 3� ao CR dIOSSOVER SAND "' N.�'.S. Lic. No. 50467 s , / 3 FLOW INVERT .d C l� ! ,. I ELEV.2G ELEV 8.L m_ PIPE a �s '� COLLAR UNAUTHORIZED ALTERATION OR ADDITION t'' t �11 TO THIS SURVEY IS A VIOLATION OFr BAFFLE SECTION 7209 OF THE NEW YORK STATE .`' a �. �' O� �-,. PALE BROWN COARSE SAND EDUCATION LAW. �� ■ u � than -aftCorwin III e. Z A COPIES OF THIS SURVEY MAP NOT BEARING T " THE LAND SURVEYOR'S INKED SEAL OR SI Land S u r v e o r -.•� °i � �-' EMBOSSED SEAL SHALL NOT BE CONSIDERED � SEPTIC TANK (1) I BOOM ' 3, GROUND WATER -is- M TO BE A VALID TRUE COPY. .�i/ ELEV.2-Y ? ELEV. -0.5' r.[ ti/ ..�w ,'L- �.� EL,r ,5' CERTIFICATIONS INDICATED HEREON SHALL RUN 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. � tA.?p 10' ONLY TO THE PERSON FOR WHOM THE SURVEY 1 TANK; 8' LONG, AVE WIDE, M C DEEP LEACHING POOLS (2) .. IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanle J. Isaksen, Jr. L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 26 DAYS, X (: TITLE COMPANY, GOVERNMENTAL AGENCY AND y 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �'`c WATER IN PALE BROWN LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pef. 2 POOLS; 6' DEEP, 8' dia. a��' COARSE PA TO THE ASSIGNEES OF THE LENDING INSTI- TUTION.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) t x7 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE, Title Surveys - Subdivisions - Site Plans - Construction Layout 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX, TOLERANCE OF tt/4' LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. �j ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). PHONE (C)31)7Z7-2O90 FOX (F)31)727-1727 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. " 5. AN 6' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 14' AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box16 Jamesport, New York 11947 Jamesport, New York 11947 24-473 I SURVEY OF LOT 146 MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 `J SITUATE BAYVIEW 0110111;ICSjOP1A01 — TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-90-02-27 �IOZ - ►�nr �1 SCALE 1 "=30' "'Islesp6etF<< f MAY 6, 2005 /c n JUNE 22, 2005 ADDED SITE PLAN �32`S 0�, x /� ` OCTOBER 18, 2005 REVISED WETLAND NOTE J NOVEMBER 10, 2005 REVISED SITE PLAN NOVEMBER 13, 2007 LATH OUT BUFFER LINE AUGUST 4, 2009 LATH SET FOR SITE INSPECTION JUNE 5, 2012 UPDATE DATUM & FLOOD ZONES FEBRUARY 7, 2013, 2012 REVISE HOUSE LOCATION ly FEBRUARY 27, 2013 2012 REVISE PER SCDHS NOTICE 02/19/2013 6 �rFR � 6/N S MAY 14, 20 3 FOUNDATION LOCATION 3`"J�vSr 39 2 RFFjj �� AREA = 25,868 sq. ft. (TO TIE LINE) 0.594 ac. �/� 11016 IN age / x 1 t.8 -Q� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM yS EXISTING SPOT ELEVATIONS ARE SHOWN THUS: to.o ti 0O cN T EXISTING CONTOUR LINES ARE SHOWN THUS: — ——7— — — I 0 do A�FR�Iq •� \\ F4 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO169H 0 ?38 � ZONE AE: BASE FLOOD ELEVATIONS DETERMINED FD�i��, 41 ZONE X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL P°Hpq��N S \\\ OCHANCE WITH DRAINAGE AREAS LESS THAN S 10 F LESS THAN 1 FOOT SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 3 m C) 9� _ _ y x / / �iF° — o f 3 \-10 o CIO).� ��' R(1yp) TEST HOLE DATA J o �� ¢0. // — — — TS' „� o s 2 TEST HOLE DUG NATHAN CORWIN L.S. ON MARCH 25, 2013 V x I I I / (0 8 O , DARK BROWN LOAM 1. BROWN SILTY LOAM j9_4x ' -- - _ o co I I ` J' I I ? ? t>' PALE BROWN COARSE SAND .— Ell, 10.3 I I V, • Zp 0 p`�.r� F __5 4F NE NYS FRESHWATER FC SUIFFOLK ENVIR WETLAND BOU EL -0.5' C0 3 "0 C� ON THE SURVEY PREPAREDAL CONSULTING. Inc. LINE EQUAL TO `D 10' BY JOSEPH A°'I LINE AS SHOWN J J \ STAR / I > \ ` — �� REVISED 6/22/05 AS DETERMINEDST NGEGNO, LA 3 _ —— ——f // ST%4t I ` rn F�G g BY R. MARSH ON 9/28/05 COARSE SAN WATER IN D BROWN p a w N 7�•4 I\ IV I \ I fI1 175, S � ON SD B-se FR 92•,,3 )83� , 147fst UFgT/pN2.2 17, 9 I I .7 1 x .5 �S1I ` PREPARED IN ACCORDANCE WITH THE MINIMUM LET *yt .S4, yob 2 S`, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IALS. AND APPROVED AND ADOPTED �o VgCq S v>y \ 'F FOR SUCH USE BY THE NEW YORK STATE LAND Hj vy �' TITLE ASSOCIATION. O� 7 OF , N S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In a no L.S. INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Ys — Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I SURVEY OF LOT 146 MAP OF CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 HEALTH SERVICES SITUATE "ONSTRUCTED10OF-mS FOR BAYVIEW `4`,.�LE FAMN-Y FiRSIDENICE ,,,�OCT 2 5 2013 'o. TOWN OF SOUTHOLD D . H.S.Ref. N SUFFOLK COUNTY, NEW YORK 7.,;�-r-,,v;;ge disposa!an!walar ruinz.1y !-7:%,n been S.C. TAX No. 1000-90-02-27 i be satisfactory FOR A MAXVAUM_gF SCALE SEPTIC SYSTEM TIE MEASUREMENTS ALE 1 "=30' C, 100 MAY 6, 2005 HOUSE HOUSE CORNER[j] Wall+,-,r J.Hbert,457r��-7-ms'� JUNE 22, 2005 ADDED SITE PLAN CORNER FAI SEPTIC TANK 00 .12.5 4) Office Of W2SteWaf-_1 K-.-=1,'zI11;ent OCTOBER 18, 2005 REVISED WETLAND NOTE COVER 36' 14' 416 NOVEMBER 10, 2005 REVISED SITE PLAN NOVEMBER 13, 2007 LATH OUT BUFFER LINE LEACHING POOL AUGUST 4, 2009 LATH SET FOR SITE INSPECTION COVER 1 1 39 1 27' r,�Pazv 2013 JUNE 5, 2012 UPDATE DATUM & FLOOD ZONES X z/0 �6 FEBRUARY 7, , 2012 REVISE HOUSE LOCATION LEACHING POOL 25' 28' k4 FEBRUARY 27, 2013 h 2012 REVISE PER SCDHS NOTICE 02/19/2013 COVER 2 C., MARC 26, 2013, 2012 ADD TESTHOLE 6 MAY 14, 2013 FOUNDATION LOCATION Cj SST . OCTOBER 3, 2013 FINAL SURVEY >0 kzl 4 . ., / . .. A . AREA = 25,868 sq. ft. .. * ... .. 4 . (TO TIE LINE) 0.594 ac. 0V Pof 094 OP Cj Ae NOTE 0 S. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 4 w cNi TFSr EXISTING SPOT ELEVATIONS ARE SHOWN THUS:JQ.Q • �' EXISTING CONTOUR LINES ARE SHOWN THUS: — ——7—— — Ilk 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO169H 'Al ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X*; AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL L.ji O� CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT p g &) 06 OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILE; 0 W ry, /`9\ AND AREAS PROTECTED BY LEVEES FROM 1X ANNUAL CHANCE FLOOD. WA7ER_-jj-W—___, W C-) .0/b 0) .0 OF _j o 41 40 / d Q wo m / C�' / A y 1-2 C`4 a- 0 0 x � ^ I GQ?0P? \� � • C14 40 1>1 Afe 0 "��? I _0 ` � O�,->(54 4t THE NYs FRESHWATER WETLAND BOUNDARY IS EQUAL To SUFFOLK E%iRONMENTAL C n ` \ 6) ON THE SURVEY PREPARED ONSULTING. Inc. LINE AS SHOWJ v �`� ` ➢�\ N RE,%, (3 VSED 6/22/05 AS DETERBY JOSEPH A INGEGNO, LAST IT MINED By R. -MARSH ON 9/28/05 Li m o p /V C rn ` ` �G LLI �0. ` NO,/V 7S, in 0 �, \ ` /VOAI-D/S7- R 1> -F*E C 7 Cgs 7i�sr 19, T/O 1 9 s, 07 0 PREPARED IN ACCORDANCE WITH THE MINIMUM o zop Lo �A STANDARDS FOR TITLE SURVEYS AS ESTABLISHED X� '%V\ SS 146- -�o" BY THE L.I.A.L.S. AND APPROVED AND ADOPTED V) s, FOR SUCH USE BY LHE,,NEW YORK STATE LAND 1,_ % TITLE ASSOCIATIQN.�_ 10 OF to 'FTC 7,A 71, ZAP N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taft Corwin III Q THE LAND SURVEYOR'S INKED SEAL OR m EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. Land Surveyor m CERTIFICATIONS INDICATED HEREON SHALL RUN N ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. m LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 TABLE R301.1 TAIBLE R301.5 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WiTPOUT DETAIL SHEETS (ADDENDUM t0 DRAWING SET), ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ STRUCTUAL MEMBERS GROUND SEISMIC FROST SPEED EXPOSURE DESIGN FREEZING UNDERLAYMENt FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF ALLOUJABLE USE LIVE LOAD SNOW DESIGN LINE STRUCTUAL MEMBER LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTI-1 TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION DEFLECTION DECKS BALCONIES 40 MODERATE &LIGHT TO FROM 1998 PERIM(TER EDGE ZONE • 31.2 per EDGE ZONE ■ 2t,l per „ FIRST FLOOR • IM SQ.FT, DECKS `#O 20 per 120 B C SEVERE 3b' 40 per 20 per SFD 33-10 TYPE Y PASSENGER VEHICLE GARAGES 50 TO HEAVY P"IODERATE II 599 YES FIRM MAPS INTERIOR ZONE ■ 213.6, per INTERIOR ZONE • 24.6 per SECOND FLOOR • 1325 SQ.FT. RAFTERS HAYING SLOPES GREATER THAN�/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERSLISO ATTICS WiTHOUT STORAGE 10 ATTICS WITH STORAGE 20 TABLE R301.ro 2010 NEW YORIK -STATE CODE, to the best of mg knowledge, belief and professional NOTE: ACTUAL FINISHED GRADE INTERIOR WALLS AND PARTICIANS H/180 ROOMS OTHER THAN SLEEPING ROOMS 40 judgement, thew plane and/or specifications are in ALL WINDOWS ARE MAY VARY DEPENDING ON MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE FLOORS AND PLASTERED CEILINGS L/360 SLEEPING ROOM$ 40 PER SQUARE FOOT OF HORIZONTAL PROJECTION these plane have been drawn In accordance with compliance with the 2010 Energy Conservation AND£RSEN DH, EXISTING GRADE CONDITIONS STAIRS Construction Code. DP W RATING ALL OTHER STRUCTURAL MEMBERS �'0 TRIBUTARY ED GUARDRAILS AND HANDRAILS 200 New York Building State Code, 2010 Edition ae SEE DETAIL SHEET FOR administered b the Town Southold.AREA IN BQUARE RE IFEE1' y own o out NIGH WAND CONNECTION EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 FOR ANY STRUCTUURAL All non-engineered lumber to be Douglas Fir #2 or better FINISH REQUIREMENTS MEMBER EXTERIOR WALL640IND LOADS WITH!BRITTLE L/240 t O TO 201 TO OVER FINISHES ROOF SLOPE 200 (000 600 EXTERIOR WALL54IND LOADS WITA L/120 FLAT OR RISE LESS THAN 4 INCHES PER FOOT FLEXIBLE FINISHES 3) 20 16 12 (i NOTE; L■ SPAN LENGTH, H■ SPAN HEIGPIT RISE 4 INCHES PER FOOT 63)TO LESS THAN 12 INCHES PER FOOT(1:1) 16 14 12 A, THE WIND LOAD SHALL 8E PERMITTED TO BE TA<EN AS 0,1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE RISE 12 INCHES PER FOOT(i:1)AND GREATER 12 12 12 DETERMINING DEFLECTION LIMITS HEREIN. WOOD FRAME o CHIMNEY WIT N CONT RIDGE VENT CEDAR SIDING, TYPI — ASPHALT ROOF SHINGLES (TYP) - — - -- 12 PLUMBER CERTIFICATION 12 ON LEA CONTENT BEFORE -- CERTI i' : a.i OF OCCUPANCY A ® m SOL�. _r . -". EDINWATER � STEM CANNOT EXGECi 10 OF 1% LEAD. m TOP OF PLATE-- -- _ ALL �;-l:'.'�?',Nt a WASTE & I_I"'"7S NEED STEP TEST:"," FLASHING, _ TYP,— 12 00 12 --- -- -- - __ - --- CEDAR SIDING (TYP) TOP OF SUDFLOOR—- OL m TOP OF PLATE-_ -- -- — -- — -- DO NOT P ROCFED V,117K X FRAMING UNTIL SURVEY d OF FOUNDATION; LOCATION X Z u — .HAS BEEN P,F"tROVED. �._ Cal If 3: 2 CD O � cA 16'O"x8'O" O.H. >;°..L— M i ' t.l t.,I �- a = ffJ lu TOP OF SUBFLOOR-_ " ' . -- - -- --- ---- �I i_III (_1 L_'I'r}i•l: i ? LL M TO 4 FN1 FO . ., 1L- - - F 0I-': IN5IP€ LU FOr POURM CON CF--- WOOD STEPS AND RAIL - - 2. ROUGH:FPAMIN'9,PLUMBING, PER CODE, TYP' FT f'APIPM, ELECTRICAL&CAUL�I"'!r ENGINEER: FRONT ELEVATION _ _-- _ 4. FINAL 4: IN;,I, z CON L:CON�fiIRUCfiION ��FLFCTF�iC""�!_ �. -- P.9Uq5fi PC COMPLETE FOR C O. �'� ��'� _ - — ALL CON TM,JOTION SHALL MIFT TW co - RFOUIRFMFNTS OF THE COOT$OF NL'N' ' � YORK STATE, NOT RFCPONSIDLF FOIE w DEGION OR CONSTRUCTION ERRORS.. ---_ 12 RETAIN STORTO WATER RUNOFF 2sF 073 93 CONt RIDGE VENT - 9 PURSUANT TO CHAPTER 236 °ARo _ SRO _ _ OF THE TOWN CODE. -= JEFFREY T, SUTLER, P,E, -_ ILI o k TOP OF' PLATE -- -- -- u M Uj IL I tu lu ° I } u 0 7 Q 0o i W z I FEE #-- , 4 az _ ---- t TOP 0= SUBFLOOR -- _- -- nU- O TOP OF: PLATE -- 17 -- - Q -_ -- ° 73 LL r; ) LL L z q I __.. — ------ — to Q TOP OF SUBFLOOR - _- - WAGE . RIGHT SIDE ELEVATION 1of �1 TOP OF PLATI - 7 7-- S O C70 C a TOP OF SUBFLOOR-- -- UL - m TOP OF PLATIZ-_ _- CEmAR 61rXNQx 17 LEME q W� ♦ TOP OF SUBFLOOR-- -- U m ♦ O • N REAR ELEVATION 111 `0 Z u �Q Olt �= aO � CONT RIDGE VENT N O e ` 04 ENGINEER: — -12 12 9 _ _ , ¢�� T 13 — l o) 9 cLU 07 ttg3 Pw� C AgOFESS�r' - JEFFREY T. BUTLER, P.E. TOP OF PLATE-- -- LU — U =Y In 00 O Lu Lu F U I ______________________ TOP OF 3U83FL0OR-- �a a TOP OF PLAT�-_ } U v O Q' a IILLU - - - -- - -- U �' Q TOP OF SUMFLOOR-- -- GRADE PAGE . LEFT SIDE ELEVATION ATION 2 of I 4" VTR WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' ' 3" SEE WIND SH1�T FOR ------*-------*--------�----------------It ----- ------- ----- ------- HIGH WIND CONNECTION 5-IOd ' 1 1 , -, -i REQUIREMENTS FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS NAILS // ' Lav i LAv LAv OPENING PROTECTION BY ( MAXIMUM MEAN ROOF HEIGHT: 35') / /�- - rl eHOW£R/ o r- / ' SHOWER 3 , TUB SHOWER TUB WOOD STRUCTURAL PANELS o W PERSUANT TO 16013.1.4, SEE // ,- SECOND FLOOR l LJ , U FASTENING SCHEDULE ON C,= ° � _•,� - 2° 3" 2u � 2r 3" 2„ 2n 2u L 3" 2„ DETAIL SHEET IN THIS SET - 11 - I SHUTTER ASSEMBLY - � _ N.T.S. r ' I�"'T'- FOR PANEL SPANS: r K 0 4 4'0 WIDE SPAN NAILS MAIN FLOOR FW ,W, I � 1 23/32"APA�SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I .' , J 1 2" 2" 3' Lr 211 2� (OVERLAP'AROUND OPENINGS 4") I I _-- Fat ----------- ASSEMBLY: °�� I I ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I SI1"IPSON STRONG-TIE 3° #10x3" (w/'WASHERS) GALVINIZED OR STAINLESS STEEL I I CIO, WOOD SCREW @ 16" O.C. I I NS HURRICANE TIE ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 6,1c; I 4'1 ; To AN APPROVED S I SANITARY SEPTIC SYSTEM #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE (BOLT @ 12"O.C. °�,, I °, CAST IRON \ I HOUSE TRAP I FOUNDATION VENTS (P'ER R.408) � I CU.FT, VENT PER 150 SQ.FT, OF CIRAWL SPACE AREA PLUMBING RISER DIAl�Rr4M CNTS� CRAWL SPACE AREA ■ 1215 SQ,FT, N. 1215 SQ,FT./150 SQ,FT, - 8.5 CU.FT, REQUIRED j J USE EIGHT (io) 16"x8" FOUNDATION 1yENTS lal 6.88 CU.FT, PROVIDED II 11 I, 2" 0" 48' 10" MULTIPLE SECTION ASSEMBLY: Ul w I I I 114" THICK BOLTS 6 2' or- Q d , I LL 1 i foil 23' 10" 14 18" DIA x MIN 48" DEEP an I II LINE OF DgCK ABOVE �'`.� TO UNDISTURBED SOIL PROVIDE ANCHOR BOLTS AT EACH CORNER /2-2x10 AGQ'GIRDER �i POSTTO DECK GIRDER " " r v o� oI . . I ?. . 8 THICK X 4 O HIGH (VON MIN DEPTH) J I I SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS I-. ...I PROVIDE 5/8" ANCHOR BOLTS 32" O,G. MAX. 1 tj A , ANCHOR PER DETAIL P.C. WALL ON 16" X 6" I i I I I I WITHIN 1' OF EACH SPLICE IN SILL PLATS= 16"x8" FOUNDATION i 0(�' SHEET, TYP. POURED CONCRETE FOOTING, TYP. SHUTTER ASSEMBLY I I I I 1 I I SEE DETAIL SHEET FOR INSTALLATION VENT, (TYP I OF 10). d N,T,S, 11' 1 ��, 1d�,, Ire ------------------------- -_---------------------------------- 4x- ACQ L----- a --+------------------------------------ -------------------------- FOR PANEL SPANS( I� I 1 I I I I • _ - • _ _ _ 4' OR WIDER SPAN I I I I I , ,-_-_ ---D a------------ -------�___4 ,� Did ___--___. _...__-_-_4_-_n 4__________________ _- °d -___-__o___________04_-_D 4_______• •D �- 1 I I I I ,' I I 1 IL 1 ____• ►---_—♦ B" X 16" PILASTER, i o i c`1 nl I ; I •-+ p TYPICAL ; �1 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I a d) i (OVERLAP AROUND OPENINGS 4") I I ' ° ' f Ku O ' ' � t— 2x4 STRONG-BACKS a 24" OG I L'� I�. D • a EXCAVATED CRAIUL SPACE q o ° a I� I I I ' ----• '4" P,G. SLAB u' 0- ASSEMBLY( 1). PREASSEMBLE PLYWOOD TO 2x4'S. • IOx3" (w/ WASHERS) GALVINIZED OR I '� • t • � I STAINLES6 STEEL WOOD SCREW i 12" O.C. I I i i It 2-16"x8" GMU PIER ON 1 2), ATTACHINIG STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1�. O ' p 1 t4 1 O „ „ „ }- ' I w 48 x24 x12 POURED 0 "lOx3" (w�/ WASHERS) GALVINIZED OR STAINLESS STEEL I I I I I '� I I " CONCRETE FOOTING p 1 1? I r X Z WOOD S(GREW +� I6 O.G. (TYPICAL) I I 1 O ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: °IO TEE NUTS ATTACHED TO BLDG. w/ •lOxl-I/2 ( W/ WASHERS) ' ' ' " " ' " ' ' I °f I I 70 72 72 72 96 96 I � I ( QW MACHINE BOLLT + 12" O,C, 1 . I I ' ' _' I_ I _ _ 2 - Irk" x 1116" _ I �o I N I I I 2 - I'i IIg 1 1 I i � - — LVL, G i ��i- LVL GIR ER 1 d I 1 BEAM POCKET ' __ ____ Backflll shall not be placed agalnat the GROUT SOLID 1 ' l) 1 • 1 I ,a ' t„ m wall ulttll the wall has aufflclent strength 1 - , •"-- ---� 1 ---� 1 ---1 1 {.1 1 N , o I (u1 r� u " ' ' u n ' ' r . ' ' „ r 1 I I w 0 I ( BEAM POCKET I ' �2 - I°/s x 111b I _ 1 2 - 144 x ll3b 1 _ 1_ 2 - Ids x Ii16 t t 2 - 144 x IITb I t I I- i - —+—- -1 — - - 1 P - LL: GROUT LID 1 1LL and has been anchored to the floor above, 1 I LVL, GI 1 LVL, GIRDER 1 I LVL. GIRDER 1 1 LVL, GIRDER I 1 N ' ~ I N N I 1 I or has been eurficlently braced to preventt damage J I I 1 I I I I • 1 ' ►---- by the backflll (6ectlon R404,1,1) O� I CRAWL SPACE 1 O t I - -� ( V 1 I ° ~ a ' ? ACCESS --- - u I I - 1 w I iro"x8" GMU PIER ON M I ' ' ' I till=ROM ABOVE 1 � ai VOUBLE FRAME' I 1 32"x24"xl2" POURED •--------------------- '----- ------------ -------- ------i I N I CONCRETE FOOTING 1 • 4 •_o _ o 0 4 o a _ o, -, v 4 v a §RR406 FOUNDATION WATERPROOFINO AND DAMPPRO)OMNO TALE R402,2 � ENCzINEER. = I I (TYPICAL) 1 � •--------- ---------------------------------- � I s §RR406.1 Concrete and masonry foundation dampproofing.]Except where MINIMUM SPECIFIED COMPRESSIVE I 1 9 '� . , 0O fir, required to be waterproofed by§RR406.2,foundation walls tthat retain 1 a I t� i i "1 <•4 ,c��'i T. Q j/� '�-°� J= 41 earth and enclose habitable or usable spaces located below grrade shall be STRENGTH OF CONCRETE 12r OnQ dampproofed from the top of the footing to the finished grads. Masonry I - OU o i 0� walls shall have not less than 3/8 inch(9.5 mm)Portland cerment Purging MINIMUM SPECIFIED j 4 :---------1 ----_, I X I X �I� �'►C11 I ° I applied to the exterior of the wall. The purging shall be damlpproofed with COMPRESI VE STRENGTH (F'C.) O I I UNEXCAYATED CaARACsE I�lll 1 1 w a bituminous coating,3 pounds per square yard(1.63 kg/m2)1 of acrylicQ D � 1 °0 1 , ' ,• 0 4 v- \ \ I ' • 6 x6 10/10 W.W,M, r modified cement,1/8-inch(3.2 tutu)coat ofsurface-bonding,mortar complying �° 1 '4 I 1 I r 4,- U! i with ASTM C 887 or any material permitted for waterproofing in§RR406.2. `' -------------i <v I ( � Im M -i 1 I " 11 t ttl °�` j ° 1 I I 4 P.C., SLAB Concrete walls shall be dampproofed by applying any one off the above listed LUEATHERINNG POTENTIAL I 4 N a •t I 'a C^ 4 11 ' 1 I —, - u N ON 4 POUROUS FILL d 2�, r ��✓ datupproofmg materials or any one of the waterproofing mateerials listed in T`I'PE oR LOC'4T I ONS OF BEAM POCKET IY 11 i ' i ^' r, p i PITCH TO O.N.D. o �O )7 §RR406.2 to the exterior of the wall. NEG:LIG�ISLE MODERATE SEVERE GROUT SOLID CONCRETE STRUCTURES _ §RR406.2 Concrete and masonry foundation waterproofing.In areas where s (31 • 1 1 ° I high water table or other severe soil-water conditions are known to exist, BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT - (U O' ' I ' ' ' ' JEFFREY T. BUTLER, P,E, exterior foundation walls that retain earth and enclose babitalble or usable EXPOSED TO THE WEATHER 2,500 2,500 2,500e O IQ A spaces located below grade shall be waterproofed with a memmbrane extending Q j j j j j j from the top of the footing to the finished grade. The membrrane shall BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2,500 2,500 2,500- consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-mil GARAGE FLOOR SLABS , 2x6 ACQ D,J, a I I I I 1 I 00 I 1 U j M (0.15 mm)polyvinyl chloride,6-mil(0.15 mm)polyethylene:or 40-mil(1 turn) 1 " Z polymer-modified asphalt. The joints in the membrane shall I be lapped and BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ' ,i '(' O'G' I ° i ,°a i O i i d) e sealed with an adhesive compatible with the waterproofing rmembrane. OTHER vERTICLE CONCRETE WORK EXPOSED TO WEATHER 2'�0 3 000° �3 00 I OL i a :___ I _; ' ' --v------------;--------------a----_ _v i - ty i °a i N O O EXCEPTION:Organic solvent based products such as hydltrocarbone, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE W I a - a - -• v 4 v 4 - v v a 0016 v 4 o v o v o v o o - o chlorinated hydrocarbons,ketons and esters shall not beuseed for ICF WEATHER, AND GARAGE FLOOR SLABS 2,500 3p00°'" 3500°'°/ 01 ------ --x6- a-L ------- -------------------- ---- ------------------, walls with expanded polystyrene form material. Plastic roofing cements, i i 4 I 2X8 AGQ LEDGER Itu acrylic coatings,latex coatings,mortars and pargings are peermitted to FOR 61. 1 POUND PER SQUARE INCH ■ 6,895 KPA, - �L / -� I X I I } be used to seal ICF walls. Cold setting asphalt or hot asphaalt shall A. AT 28 PSI, W IU a - conform to type C of ASTM I)449. Hot asphalt shall be appplied at a B. SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL Q ,Q P d temperature of less than 200 degrees. C, CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING 11 O UU ' C1 ' ' � 0 DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, O ry, 4 d BEAM POCKET ,' A P i Q Z °4 z §RR406.3 Dampproofmg for wood foundations.Wood founddations enclosing Z I / • GROUT SOLID habitable or usable spaces located below grade shall be damppproofed in D. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) _ accordance with§RR4063.1 through§RR406.3.4. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. O _ _ _ I` __ _ - 2-2XIO ACQ GIRDER , . 2-2x10 ACQ GIRDER . 2-2x10 ACQ GIRDER r 2-2x10 ACQ GIRDER I ° oo £, SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. _ _-' ' —-—- _ - — - -— - ' —- -r MAINTAIN 3 " MIN i .a — §RR406.3.1 Panel joint sealed.Plywood panel joints in the:foundation r` -�r--- :�.- s------ �._%------ �` -' ---- --- i i�• DEPTH t0 walls shall be sealed full length with a caulking compound(capable of LINE OF DECK ABOVE 1..1 producing a moisture-proof seal under the conditions of termperature and RIDGE VENT 6' 9" 7' 6" 7' 3" 7' 3" ' ° ' ' moisture content at which it will be applied and used. SHINGLE RIDGE GAP—\ ' ° ' ' DROP FOUNDATION 1 I 0 §RR406.3.2 Below grade moisture barrier.A 6-mi14hick(0).15 mm) I a 1 1 m polyethylene film shall be applied over the below-grade porrtion of IB" DIA x MIN 48" DEEP __ BELOW GARAGE FLOOR I 4 1 � 1 - - - - ------ ------------- ------� 1 exterior foundation walls prior to backfilling. Joints in the EXHAUST AIR TO UNDISTURBED $OIL , 1 (� a[ polyethylene film shall be lapped 6 inches(152 mm)and sealed with SHINGLES • • • ' ' O n0 P.G, PIER WITH 6x6 GCA ' adhesive. Thetopedgeofthepolyethylenefilmshallbebo>ndedtothe —� ------------------------------------------------------- • N sheathing to form a seal. Film areas at grade level shall be 1protected FELT PAPER ROOF SHEATHING (TYP.) POST TO DECK GIRDER. VERIFY M.O. ANCHOR PER DETAIL from mechanical damage and exposure by a pressure preserrvatively treated O " lumber or plywood strip attached to the wall several inches above finish SHEET, TYP. O grade level and extending approximately 9 inches(229 min;)below grade. m The joint between the strip and the wall shall be caulked full length J prior to fastening the strip to the wall. Other coverings appropriate to z w architectural treatment may also be used. Thepolyethylene film RAFTER 1' 9" 16'4" 1' 9° U A the Y shall extend down to the bottom of the wood footing plate but shall not overlap or extend into the gravel or crushed stone footing. FOUNDATION FLAN. 2:' 0" 5' 2" 23' 10" 19, 101, §RR406.3.3 Porous fill.The space between the excavation land the foundation wall shall be backfilled with the same material used for footings,up to a height of 1 foot(305 mm)above the footing for well- � SMOKE DETECTOR drained sites,or one-half the total backfill height for poorly drained INTERCONNECT PER CODE 5011011 _ sites. The porous fill shall be covered with strips of 30-poumd(13.6 RIDGE BEAM kg)asphalt paper or 6-mil(0.15 mm)polyethylene to permit water seepage y. ® F A G CARBON MONOXIDE DETECTOR e while avoiding infiltration of fine soils. RIDGE VENT ID ET�1(I ONE PER FLOOR //ll i� • §RR406.3.4 Backfll.The remainder of the excavated area(shall be backfilled with the same type of soil as was removed during the excavation. 3 O i r FRR314 §RR315 §RR407 STAIRWAYS HANDRAILS COLUMNS §RR314.1 Width.Stairways shall not be less tthan 36 inches(914 mm)in §RR315.1 Handrails.Handrails having minimum and maximum heights of 34 §RR407.1 Wood column protection.Wood columns shall be protected against clear width at all points above the permitted hlandrail height and below the inches and 38 inches(864 mm and 965 mm),respectively,measured vertically decay as set forth in§RR323, required headroom height. Handrails shall not project more than 4.5 inches from the nosing of the treads,shall be provided on at least one side of (114 mm)on either side of the stairway and the minimum clear width of the stairways. All required handrails shall be continuous the full length of §RR407.2 Steel column protection.All surfaces(inside and outside)of stairway at and below the handrail height,including treads and landings, the stairs with two or more risers from a point directly above the top steel columns shall be given a shop coat of rust-inhibitive paint,except shall not be less than 31.5 inches(787 mm)whhere a handrail is installed riser of a flight to a point directly above the lowest riser of the flight. for corrosion-resistant steel and steel treated with coatings to provide on one side and 27 inches(698 mm)where handrails are provided on both Ends shall be returned or shall terminate in newel posts or safety corrosion resistance. sides. terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches(38 mm)between the wall and the handrail. §RR407.3 Structural requirements.The columns shall be restrained to Exception:The width of spiral stairways shall be in accordance with prevent lateral displacement at the bottom end. Wood columns shall not be , §RR314.5. §RR315.2 Handrail grip size.All required handrails shall be of one of less in nominal size than 4 inches by 4 inches(102 mm by 102 mm)and steel the following types or provide equivalent graspability. columns shall not be less than 3-inch-diameter(76 mm)standard pipe or §RR314.2 Treads and risers.The maximum riiser height shall be 8-1/4 inches equivalent. (209 mm)and the minimum tread depth sha1 be 9 inches(229 mm). The riser Type I. Handrails with a circular cross section shall have an outside height shall be measured vertically between heading edges of the adjacent diameter of at least 1.1/4 inches(32 mm)and not greater than 2 inches EXCEPTION:In Seismic Design Categories A,B and C columns no more than treads.The tread depth shall be measured horizontally between the vertical (51 mm). If the handrail is not circular it shall have a perimeter 48 inches(1219 mm)in height on a pier or footing are exempt from the planes of the foremost projection of adjacent treads and at a right angle to dimension of at least 4 inches(102 mm)and not greater than 6-1/4 inches bottom end lateral displacement requirement within underfloor areas the tread's leading edge. The walking surfam of treads and landings of a (160 mm)with a maximum cross section dimension of 2-1/4 inches(57 mm). enclosed by a continuous foundation. stairway shall be sloped no steeper than one unit vertical in 48 units horizontal(2-percent slope). The greatest rider height within any flight Type H. Handrails with a perimeter greater than 6-1/4 inches(160 mm) of stairs shall not exceed the smallest by move than 3/8 inch(9.5 mm). shall provide a graspable finger recess area on both sides of the The greatest tread depth within any flight of stairs shall not exceed the profile. The finger recess shall begin within a distance of 3/4 inch smallest by more than 3/8 inch(9.5 min). (19 mm)measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch(8 mm)within 7/8 inch below the §RR314.2.1 Profile.The radius of curvature,at the leading edge of the widest portion of the profile. This required depth shall continue for at tread shall be no greater than 9/16 inch(14.:3 mm).A nosing not less than least 3/8 inch(10 mm)to a level that is not less than 1-3/4 inches SHINGLE RIDGE CAP RIDGE VENT 3/4 inch(19.1 mm)but not more than 1-1/4 inches(32 mm)shall be (45 mm)below the tallest portion of the profile. The minimum width of provided on stairways with solid risers. The greatest nosing projection the handrail above the recess shall be 1-1/4 inches(32 mm)to a maximum shall not exceed the smallest nosing projection by more than 3/8 inch of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch D O (9.5 mm)between two stories,including the nosing at the level of floors (0.25 mm). � ��EXHAUST AIR and landings. Beveling of nosing shall not lexceed 1/2 inch(12.7 mm). SHINGLES _\ ROOF SHEATHING (TYP.) a Risers shall be vertical or sloped from the uinderside of the leading edge FELT PAPER of the tread above at an angle not more tham 30 degrees from the §RR316 vertical. Open risers are permitted,provided that the opening between GUARDS treads does not penrut the passage of a 4-inch-diameter(102 mm)sphere. §RR316.1 Guards required.Porches,balconies or raised floor surfaces RAFTER EXCEPTIONS: located more than 30 inches(762 mm)above the floor or grade below shall have guards not less than 36 inches(914 mm)in height. Open sides of 1.A nosing is not required where the treads depth is a minimum of 11 stairs with a total rise of more than 30 inches(762 nun)above the floor or inches(279 nun), grade below shall have guards not less than 34 inches(864 mm) in heightmeasured vertically from the nosing of the treads. 2.The opening between adjacent treads is not limited on stairs with 48' 10" e a a total rise of 30 inches(762 mm)or lesss. §RR316.2 Guard opening limitations.Required guards on open n sides ofstairways,raised floor areas,balconies and porches shall have RIDGE 5EAM §RR314.3 Headroom.The minimum headrocom in all parts of the stairway intermediate rails or ornamental closures that do not allow shall not be less than 6 feet,8 inches 2032 tmm)measured vertically from 2' 0" 10' 0" 16' 10" 13' 6" 8' 6" ( Y passage of asphere 4 inches(102 min)or more in diameter. the sloped plane adjoining the tread nosing o)r from the floor surface of the `, landing or platform. EXCEPTION:The triangular openings formed by the riser,tread RIDGE VENT T DETAIL. ,n and bottom rail of a guard at the open side of a stairway are PLATFORM, STEF>S AND (� §RR314.4 Winders.Winders are permitted,lprovided that the width of the permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass RAIL PER CODE tread at a point not more than 12 inches(305i mm)from the side where the through. treads are narrower is not less than 10 inches;(254 mm)and the minimum width of any tread is not less than 6 inches(1152 min). The continuous LINE O B _C__o__Y__5_O__V___________ ______ _____ _ . handrail required by§RR315.1 shall be locatted on the side where the tread is narrower. - - §RR310.1.1 Minimum opening area.All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet(0.530 5/4" X 6" D CKI4G §RR314.5 Spiral stairs.Spiral stairways are permitted for interior use m2) ' 1 0 ; as a component of the means of egress from a habitable room,a basement or EXCEPTION Grade floor an attic,provided the minimum tread width shall be 26 inches(660 min)with : rae oor openings shall have a minimum net clear 1 I TW3052-3 FW(3 60611 i each tread having a 7-1/2-inch(190 mm)minimum tread depth at 12 inches opening of 5 square feet(0.465 m2), i C235 , (305 min)from the narrow edge. All treads;shall be identical,and the rise _ 2-1 3/4" X 11 1/8" VL HDR. ' I , tYl shall be no more than.9-1/2 inches(241 mm). A minimum headroom of 6 feet, §RR310.1.2 Minimum opening height.The minimum net clear opening height ! I i 2-2x10 HDR. 2-2x10 HDR. --- O 6 inches(1982 min)shall be provided. A spiral stair is not permitted to shall be 24 inches(610 min). -'- ---- --"--' Ir be the only means of egress from a story of a building. �a c I ( I N i C14 §RR310.1.3 Minimum opening width.The minimum net clear opening width 4_ 19' 10'� r 6" 27' 10" U oo L §RR314.6 Circular stairways.Circular stairways shall have a tread depth shall be 20 inches(508 min). - i r e treads M N o II A Z O ' at a point not more than 12 inches(305 mm))from the side where the tr narrower of not less than 11 inches(279:mm)and the minimum depth of §RR310.1.4 Operational constraints.Emergency escape and rescue N any tread shall not be less than 6 inches(152'.min). Tread depth at any openings shall be operational from the inside of the room without the use ' �o f 1 �q ' BREAIGI=AST ' rl O N -- C t- are X Y 'I GREAT ROOM I LL I "J'O' CLG. HGT, I ? o KITCHEN �/ cc1 X of keys or tools. > LL Q �4 }- walking line,measured a consistent distance,,from a side of the stairway, Pq d .49 O GLG. HGT. _ � z shall be uniform as specified in§RR314.2. I 9 O GLG. HGT, i i ' 0 1n u iV •P -1 O §RR314.7 Illumination.All stairs shall be prrovided with illumination in _ PREFAB,ZERO CLEARANCE _ `a Z O WOOD BLIRNING FIREPLACE , N p� X I.y ' X Sj z I WITH 16"WEART"PER CODE % 6 3 accordance with§RR.303.4. eL PROVIDE FRESH AIR INTAKE ` 0 ~ O U IcL 0U 1 I O 111RR314.8 Under stair rotection.Enclosed saccessible space under stairs AND GLAsa DooRa PER CODE I p( N p 11� p ' I-r (�/ § P 9; ❑ VERIFY sizE , 4 ,� I ' �" -i i D , shall have walls,under stair surface and any soffits protected on the ' enclosed side with 1/2-inch(12.7 min)gypstum board. I w Id REF §RR314.9 Bulkhead enclosure stairways.Stairways serving bulkhead pt I p( I I ' enclosures not part of the required building egress and providing access c t ,N I Q I 2-2x10 HDR. UTILITY N from the outside grade level to the basement,shall be exempt from the SEARING WALL �L. rILIequirements of§RR312,§RR314 and§RR3 15 when the maximum height O PROVIDE REMOVABLE 1 2-2x10 HD- '4" - T - HATCH FOR CRAWL I ,,,I 5,0„ - O HD �� , �„� J from the basement finished floor level to grade adjacent to the stairway is 89ACE ACCESS covered b a bulkhead enclosure with hinged doors. ,1 ~ Y g '3'6" 5'o" ' , PANTR N E.F. J ci MUD/ 5 8LU INSULATE TAIRWELL R-15 _ _ _ _ _ _ _ _ ; ® °� _ } U LAUNDR PROVIDE 5/8" FIRE POWDER, { O b ED GWB ON WALLS 2- 1 MDR, 72- xio DR. BEARING WALL ;,� 4 A EILING PER CODE ' 0" 2' 0" " 39711 8' 9" 4' 10" 3' 4' �' ENGINEER: NOTE:IN TERMS OF UPLIFT CALCULATIONS, C O M THIS IS A THREE STORY BUILDING (OOF PITCH � 3 1 1 I Gp' ILl o ,-�F N C I,V yQb�"� Q 1 1 I N f( % _ r GREATER THAN 7 PITCH) m Q = i I I 1 1 ® 2'8" �. N �qF-� T Q .n 2-I 3/4'_X II 1/8 FL INSULATE R-15 VBEARING WALL LO.FLOOR ABOVE 2' 0" 00 - STEPS AND _ C ® Of IEN TO A50VE I I p RAIL PER CODE _? <V z U 1 R � o l I LIVING ROOMC(N S°I I'a 9'O" GLG. HGT. "' p a N D N �'0 07.E HANDI2AI P R O E I_LOOR A50V£ I I F %0 �0 Q o Qr f �A:__. `�_ �.. 2-I 3/4"Xl11/8� LVL =i'Ir O 3 � 2�6 R.R.•16,O.G. FLUSH _ _ X6 G.�.• 16 O.G. `' CLO I I X - U- -'� JEFFREY T. SUTLER, P.E. • g'o""�LG HG1�. I^ CAR GARAGE 5/8'F.G.GWB ON WALLS l9 O 'r AND CEILING PER CODE L O z Co I I �.___ � �- c u 5' 2" 2' 0" _� 5' 10" 15' 0" 4-2X4 POST U M _ _ TO FND. 3-I 3/4"X 18"M.L.W/2-3/4'ATM PLATES UPSET N IL (�f � - LINE OF FLOORTBOVE X U i` z /' N 1 4-2X4 POS a N TO FND. LU O = zX ll.l 2-1 3/4" X II 1/8" LVL HDR. I 10 HD Q v / . - a 01 1068-3 68-1068 D/ TW3052-3 (9 I Q my- 6/ z I C VERED P zORCH _9 p LINE OF FLOOR ABOVE - ��b I , • . �//2Xlr ,�.2.R4 I6" O. ui /2X10 R.R. + I6" O.G. O uj 5/4"x6" AGQ EGKING , 0 1 O 3-2X6 HDR, 3-2X8 HD r 3-ZX8 HDR. X I O - - - - - N YL STEPS, RAIL TO 11 2XIO G.J. 16" O.C. "' M GRADE P CODE ° H5 / G TAPER 1 O Q O PORCH POSTS, TY . 19 2" 1LU N 2X6 WALL , a � 3-1 3/4;' X 22" M.L. W/2-3/4" STEEL PLATES l� LL - w"O"x8'0" O.H.D. �10 Ii 11- FO- a a FIRST FLOOR FLAN `, 7„ 109911 71611 911111 91 lilt LIVING AREA - 1,215 60,FT, GARAGE AREA - 440 SQ.FT, 5' 2" 23' 10" 19, 101, COVERED PORCH AREA - 195 SQ.FT. FAGEV ® SMOKE DETECTOR 4811011 INTERCONNECT PER CODE CARSON MONOXIDE DETECTOR 4 1 ® ONE PER FLOOR 4 I 2x12 RIDGE 2x10 RAFTERS SEE DETAIL SWEET FOR SEE DETAIL SHEET FOR 1/2 CDX SHEATHIING w FELT _ HIGH U11ND CONNECTION CONNECTION REQUIREMENTS ASPHALT ROOF SHINGI-ES - REQUIREMENTS CONT RIDGE VENT I BY ROOF VENTILATION 1:WO OF THE INSULAnED !• OPENING STRUCTURAL P NE CEILING AREA UNIFORMLY DISTRIBUTi ED 12 r I' WOOD STRUCTURAL PANELS EAVE PROTECTION TO EXTEND FROM T4HE S • P FASTENING t0 I SCHEDULE 4, SEE EDGE OF THE ROOF, 36" UP THE SLOPE D � FATTENING SCHEDULE BUT NOT LESS THAN 12 BEYO>ND 2X4 G.T, 0 O.G. Slmp6on Strong-T16 DETAIL SHEET IN THIS SET THE INTERIOR FACE OF THE EXTERIOR WALL LSSU28 BAFFLE AS REQUIRED FOR ROOF VENTILATIION ATTIC R-30 INSULATION —-717-—TOP OF PLATE 1/2' GW15 It IX6 FASCIA, WRAP 1'0" OVERHANG GONT VENT SOFFIT (VINYL) _ I/2" GWB CLo, BEDROOM •4 2>c4 STUDS ROOM 02 ao R-15 INSULATION z 1/2" OSB 61-IEATHING O TYVEK HOUSEWRAP VINYL SIDING 12 a 3/4 TtG SUBFLOOR __ -TOP OF SUBFLOOR 11 16" TJI 230 CANT F J. u TOP OF PLATE SEE DETAIL SHEET FOR CONNECTION REQUIREMENTS INCLUDING CONNECTOR AND NAILING II c BREAKFAST LIVING ROOM COVERED '' o PORCH II II � 3/4" TtG SUBFLOOR _. _ -TOP OF BUBFLOOR R-30 INSULATION , -_ -TOP OF FOUNDATION O 48' 10" q CRAWL SPACE 2 - 14a" x nos" PITCH GRADE AWAY D< LVL GIRDER FROM FOUNDATION u� v z � 5' IOS/i" 16' 11" 9'Oyz" 6'9" 6'9" 3'6" epp,c IS'DIA x MIN 48 DEEP t� TO UNDISTURBED SOIL ■ 1, "'• P.G.PER WITH 6x6 GCA 0 2-2x6 ACQ SILL po, 2 P.C. SLAB we' ANCHOR BOLTS ,a 36" O.C. °. a <• a;` 1' POST TO DECK GdRQ�[2� In ,. ,d p e,'' ANCHOR PER DETAIL --TOP OF FOOTING WOOD RAILS • SILL SEAL °a; p e SWEET,TYP. PER CODE, TYP, U " COPPER TERMITE SHIELD c BAL ONY , m 8 conic, FOUNDATION 0000 PSI) 8"xl6" CONC. FTG, DAMPROOF BELOW GRADE 8/4" X 6ECKING SEE DETAIL SHEET FOR TW3046-2 TW3046-2 FWG 60611 ANCHOR BOLT SPACING TW3046 TW3046 N SECTION A-A 2-2x10 HDR 2-2x10 HDR 2-2x1 HDR 2-2x10 HDR 2-2x10 H CA SHOWER/ TUB C _ cl x � �- I: z x BEDROOM 03 BEDROOM 02 tLl 0 N 1 ® r c p U 8'0" CLG. HGT, 8'O" CLG. HGT, c O V OJU LA , Q ® BATH > MASTER BEDROOM (j • BION CTLG, > -;1 .0 l'O" CLG. HGT, O U E.F. v U i Oco ® Oco o O1 Lu cq _ 6'3" 4' 10" 3'0" 1 - 4' 10" 6'3" LL go t ;11 - L �- lu C' 12 RIOG 2'4" 7) c b �� y. CLO, c _ I� 2X12 RIDGE _ CLO, - - -�-- --- --- - -- - - -N - - -- - - - - — -— - -— - N o�pp ENGINEET3: EW N } N ntr ' \ / T. ;D �\ ;o BEARING WALL 2-2xi0 HDR t 9r0 Ar 0 LiI e �/ Y �,, Gam` N V 6„ O I O a 60 10 = / 4'0'/ 2-2x10 14\15S -2xlO HDR n j J a 0 it — `fl= RAIL PER.CODE BEARING WALL . m - —(LB- • a`O �,. .. ;,; 2-2x10 I-bR 2,6„ 2'4" 2,0„ 1i o g a CLO, GLO, wm > Fp 73�3 •,� ' t z • (L QL �j Q'OPEN " „ , „ VENT T t , O ao c 5'3 �' 3 10 5 3 TERIo I $ MASTER rr ss TO j ATTIC 1 I - . � , , BELOW ` I AQ66 I U U 3'4' BATH c i BEDROOM *4 4'0" PROVI0E J 0 O 8'0" CLG. HGT. TUB JEFFREY/T. B R, P.E. h o QI DRAI ACs� I 8 0 CLG. HGT, PAN NDER p =0 j M 9 ILl N Y� c^, _ Lj O HOW en \ as ly-i Z CA UJ,I,c, d Li U o � 2XI . 0 16" O. \ _O a0 x� c e z ct) 'M (LAYOVER) I p (LAYOV eL ' ;n w ' 8'2 15-011 T>2" � a 1 3/4 X 11 1/8" . . . _ 3- 3/4" X 11 l/8" M.L. PSEt HDR. _ _ W.C. ~ U I 60 4- - -ML UPSET HDR BEARING WALL- - - -�-- — - - - LU !1� }00 C1 B C J, 0 1&" O.G. O (� Z m 2x8 C.J. 0 16" O.G, I z - x --------1------------ z a tip TW3036 � ° � 1-- 2-1 /4" X 11 /8" L }HDR. / TW3046-3 Q to f(fu V v Q(Y-- z SECOND FLOOR PLAIN. 5'7" 21111, 7' 10" 7' 10" LIVING AREA - 1,325 SQ,FT. SMOKE DETECTOR s,2„ 8,611 15,81, 19'6" PAGE ' - INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR Q e ONE PER FLOOR FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TRUSS OR CEILING J018T 2-I0d NAILS GABLE END TRUSS i l tu d 1 QL � Lu U i i --3 NAILS U. H/3 BUT NEED NOT H EXCEED 40 FT, MAX. 5d COOLER NAILS AT 10" O.C. a�Lwlt+�4-10d IED to Each BR H/2 BUT NEED NOT EXCEED 15 FT. MAX, GYPSUM BOARD / /` 5d COOLER NAILS at '1 O,C, z ' 20 GAUGE SCRAP N 10-6d NAILS FOUNDATION CLEARANCE FROM SLOPES FIGURE R403,1.1. ( ENOWALL STUDS ENDWALJ. JOIST GAIBLE ENOWALL 5RACING A (wFcm FIGURE 3,la) A a BLOCKIN � w BLOCKI1NCs EXTERIOR OR BEARING WALL SECTION A-A TOP PLATES rl FLOOR 5RACING AT END 5AY5 STUD I NOTCH GREATER THAN (wFcM FIGURE 3.6b) 50% OF THE PLATE WIDTH fir, BORED HOLE. MAX 16d NAIL AT 24" O.G. GYPSUM BOARD t `` DIAMETER 6090 U OF STUD DEPTH 16 GAGE 10.054") AND 1.5" WIDE , METAL TIE ACROSS AND TO EACH 5/8" MIN, t0 ;EDGE SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE lu LL 5/8" MIN, TO EDGE WOOD STRUCTURAL PANEL , 3 4 INSTALLED IN ACCORDANCE O NOTCH MUST NOT EXCEED TOP PLATESad NAIL AT 6 O.G. WITH NAILING SCHEDULE ` 4090 OF STUD DEPTH ad NAIL AT 4" O.C.O,G. (ALL PANEL EDGES) (TABLE 3.1, WCFM NIGH WIND EDITION) � r r, JU N ad NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT ( cYl PIPE PANEL EDGES 12" MAX. (a) OUTSIDE CORNER DETAIL CD XO BORED HOLES SHALL NOT BE LOCATED IN THE SAME NAILS BASED ON SHEAR WALL REQUIREMENTS N CROSS SECTION OF CUT OR NOTCH IN STUD Tp}� PLATE FRAMING TO ACCOMMODATE PIPING ad NAIL AT 6" O.C. GYPSUM BOARD (ALL PANEL EDGES) LU � NO CEILING CENTER 2x BLOCKING LL NOTCHING AND 50RED HOLE LIMITATIONS DIAPHRAGM ON SHEATHING JOINT LL Lu REQUIRED 4kc---ON 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL "PANELFOR INTERIOR * O* 5EARING WALLS GABLE FACE AND ON WALL BELOW INSTALLED IN ACCORDANCE t 1 I /� Q I WIND f BASED ON SHEARWALL REQUIREMENTS 16d NAIL At 24" O.G. WITH NAILING SCHEDULE ENGINEER: (WFC:M 2001 55C HIGH WIND EDITION) (TABLE 3.1, WC-FM HIGH WIND EDITION) �1-- NE �y0\ ad NAIL AT b O.C. ON ALL j f�� RAFTERS AND CEILING GA5LE ENDWALL, EBALLOON FRAMINGFRAMING MEMBERS At PANEL co JOISTS OR APPROVED EDGES AND 12" O.G. ON ALL �.lf", ROOF TRUSS PREFERRED ME FRAMING MEMBERS NOT at �r !'i,l' '' � W - w PANEL EDGES COP PLATE- (b) INSIDE CORNER DETAIL ��a o;34 3 �� 70P PLATE SECOND STORY P SEE DRILLING AND •\ , •- ;�0� NOTCHING PROVISIONS EXTERIOR CORNER FRAMING JOIST IS PERMITTED TO BE CUT OR NOTCHED JEFFREY T. SUTLE E. R, P. WALL STUD- SEE DRILLING AND TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND BOTTOM PLATE\, NOTCHING PROVISIONS NOTCHING PROVISIONS U WFGM SECTION 3.3,1,1,1 WFGM SECTION :3.4.1.1.1 O W I/3 SPAN I/3 SPA � JOIST ENDS TO BE uj a 6 87UD O L �_ BLOCKED AGAINST WALL WALL Q O �' ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4 WALL WITH WFGM 3,3.1„3-END RESTRAINT uj 111 u FOR BLOCKING AND 3,3.1,4 SRIIDGING BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING 7U8 OR BLOCKING SEE WFGM SECTION 3..3 }- DIAMETER 4090 OF STUD DEPTH O R PPLE STUDS 21 CLEARANCE z 11 BEARING 5 -STUD TO RAFTER CONNECTION 24" CLEARANCE 5/8 MIN, TO EDGE WALL OR FLOOR t0 FLOOR CONNECTION -� HEADER DEPENDING IN FRONT OFON CONDITION, SEE oPENIN� LU O Q } 5/8" MIN, t0 EDGE LAP JOI$t 3 IN. MIN. DETAILS ON'SHEET 'i OF '1 THIS SET LAVATORIES HEADER TO STUDS Q BOTTOM PLATE WATER SHOWER Q M NOTCH MUST NOT EXCEED BAND JOIST CLOSET 25% OF STUD DEPTH OR BLOCKING ' HEADER SCUDS WALL FULL STUDS WALL OR BIDET �� WALL LU V V c NOTCHES SHALL NOT BE JOIST , LOCATED IN MIDDLE ONE-THIRD SILL PLATE Ib Ib R OF STUD LENGTH • CRAWL SPACE • NOTE: FT CONNECTION IS REQUIRED N IF HOLE IS BETWEEN 40 AND 60 OR BASEMENT SUBFLOOR ---------------------- AT EACH END OF HEADER AND TUB O BORED HOLIES SHALL NOT OF STUD DEPTH, THEN STUD MUST BE FOUNDATION • - -T ---T --- T-- (K µ DOUBLE AND NO MORE THAN TWO ; ` ' ; ' ' AT BOTTOM OF HEADER STUDS IN Z BE LOCATED IN THE SAME Nb�UPLI '� ADDITION t0 CONNECTORS AT Ld SUCCESSIVE STUDS ARE DOUBLED , , CC�I�NEC�c , , WALL STUDS AND AT TOP AND 0b a CROSS SECTION OF CUT OR AND SO BORED NOTCH IN STUD RPUIRIP i 50TTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE - � n PLATFORM FRAMING INTERMEDIATE STUD TO PLATE TUB ON NOTCHING AND 50RED MOLE LIMITATIONS BEARINGS WALL E LSTA 16 W/1 '' '' II �+ /� /� HEADER TO STUDS: USE LSTA 18 W/14 10d NAILS PAGE : FOR EXTERIOR W ALL5 AND 5EAR I NCB WALLS WALL, II I /� /� *� SCUD IN S LESS THAN PLATE/FOUNDATION: T�'}�IC�� WfiJ��, 1=�OOfi� AND ROOF 1=��MINC� (OPENINGS LESS THAN 6 FEET): USE DSP W/8 IOd NAILS IN STUD AND 4 10d NAILS IN PLATE WATER CLOSETS IOPEi IINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 'I (WFC:M 2001 65C HIGH WIND EDITION) TYPICAL 1=RAnNG AND UPLIFT FIGURE R301.2 (o Of CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES (TABLE 3.10 WFCM HIGH WIND EDITION) 120 MiLE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS (TABLE 3.1, WFCM HIGH WIND EDITION) The design of this structure Is based upon the prescriptive approach using the GENERAL NOTES: (110 MPH 3-SECOND GUST ■ SO MPH FASTEST-MILE WiND SPEED [PER TABLE R3-1.2.1.3D Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed in accordance with all state, municipal,local zoning and building codes and ordinances 6HEATHiNG LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING and Paper Association. (2001) , OR PANEL SIDING FOR 8d COMMON NAILS o Non-structural elements are based upon The New York State Residential Code-2010 Edition having jurisdiction and best standards of construction (SEE NOTE 1) (INCHES, O.G.) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. (SEE NOTE 3) (INCHES, D.C.) All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply E 6 ROOF FRAMING Wind Limitations-Section R301.2.1 to all work performed on this project. 4' PERIMETER EDGE ZONE 16 0 Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions at the site. Any F 6 RAFTER To TOP PLATE (TOE-NAILED) 4-8d PER RAFTER Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer Dead Load-Section R301.4 prior to commencement of construction. The Contractor shall be E 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST Live Load-Section R301.5 responsible for corrections not reported once he has started work INTERIOR ZONE I6 Light and Ventilation-Section R303 except for hidden joib conditions. F 12 (SEE NOTE 2) CEILING JOIST To PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP Minimum Room Areas-Sectlon R304 3.Contractor shall guarantee to the Owner that all materials and Ceiling Helght-Section R305 equipment incorporated In the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS E 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-16d EACH LAP Sanitation-Section R306 will be of good qualilty,free from faults and defects for a period F 4 , 6-8d PER TIE Toilet Bath and Shower Spaces-Section R307 of one year from the)date of the final Certificate of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) Glazing-Section R308 4.The Engineer shall not be responsible for the construction means, E ■ NAIL SPACING AT PANEL EDGES (IN.) 2-8d EACH END Garages and Carports-Section R309 methods,technique*,sequences or procedures,or for the safety F . NAIL SPACING AT INTERMEDIATE SUPPORTS iN THE PANEL FIELD (IN.) BLOCKING TO RAFTER (TOE-NAILED) Emergency Escape and Rescue Openings-Section R310 precautions and programs In connection with the work,and he •; RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Exits-Section R311 shall not be responsible for the contractors failure to carry out 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o the work In accordance with the construction documents. The o. Stairways-Section R311.5 SIDE OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WALL FRAMING Engineer shall not bre responsible for the acts or omissions by , ' o Handrails-Section R311.5.6 g p son Strong-Tie Guards-Section R312 the contractor. No changes shall be made in the documents '• Simpson g"Tie TOP PLATE To TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT and/or the building as designed without the expressed written 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. " Smoke Alarms-Section R313 g g p MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42LGZ0.413, THE NAiL SPACINGS SHALL BE •o MT830G OR GS16 11a TOP PLACES At INTERSECTIONS (FACE-tNAILED) 4-16d JOINTS - EACH SIDE Foam Plastic-Section R314 consent of the Engimeer. Flame Spread and Smoke-Section R315 5.The contractor amd all subcontractors shall maintain continuous REDUCED TO 6 INCHES O.C. o� COILED STRAP STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. Insulation-Section R316 Insurance coverages including statutory policies(Worker AT EACH ROOF RAFTER DwellingUnit Se aration-Sectlon R317 Compensation,etc.))and general liability in an mount not 3. TABULATED 6 INCH O.C. NAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING p USE 8-16d NAILS AT HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES Moisture Vapor Retarders-Section R318 less that$5 million and automobile liability and damage MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42tGt0.4% THE NAiL SPACINGS SHALL BE Protection Against Decay-Section R319 coverage not less than$2 million. The Engineer shall be REDUCED TO 4 INCHES O.G. EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Protection Against Termites-Section R320 a named insured onl any and all policies. 3-trod PER 2x6 STUD Site Address-Section R321 6. Provide copper t(erm'te shields over fibrous N insulation at all perimeter sills. 4. TABULATED 4 INCH O.C. NAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 p MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4% THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER � 4-16d PER 2x8 STUD Elevators and Platform Lifts R323 7.All wood in contalct with concrete or masonry to be Wolmanized Flood Resistant Construction-Section R324 or pressure creosoted. REDUCED t0 3 INCHES O.C. CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANO>JOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT 8.A single station slmoke detector alarm device shall be Installed Simpson Strong-Tie r Foundations-Chapter 4 in each bedroom,om all floors and shall be all interconnected per code. 11 ` FLOOR FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operable windows to be mechanically ventilated CS16 1l�a COILED STRAP - per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State Code. 16" O.C. USE 4-86 NAiLS JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-9d PER JOIST or test hole,for alternative footing and foundation wall design. 10.Heating to be designed to provide 70 degrees F.with outdoor designed air-temperrature of 0 degrees F.and 15 MPH wind. AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END Foundation Notes: 11.All electrical work to be in accordance to the rules and UNDER SiLL PLATE BLOCKING t0 JOIST (TOE-NAILED) 2-8d EACH END 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the NI.Y.B.F.U.and a N.Y.B.F.U.certificate Is MIN OVERLAP IS 12" 8"poured concrete foundation wall,8'0"high,3000#test to be presented to tihe Owner at the completion of the job. . • NOTE: N BLOCKING TO SILL OR TOP PLATE 3000#test and the sewage disposal system to meet Health Department standards.(TOIE NAILED) 3-1eod EACH BLOCK Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12. Plumbing Installlation to comply with State and Local codes 00 w STRAPS MAY BE 16"x 8"poured concrete wall footings, • • >r 2-1 /. x 11 7/8 Microlam Girder or 3/z x 11 7/8 Power Beam 13.Do not scale drawings. Use figure dimens ons only. • • PLACED EITHER LEDGER STRIP TO BEAM (FACE-NAILED)) 3-16d EACH JOIST � " " ( + • ) 00 UNDER OR OVER � N 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conform to the rules and regulations of the New York • 00 b JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservatiorn Construction Code. All glazed area to be double . • • • SHEATHING - o 3-16d PER JOIST 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. • • 00 ' -rc; z BAND JOIST TO JOIST (END-NAILED) Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation protection as Indicated on these plans exceeds • • • 00 's minimunn standards. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d IEEE NOTE I) PER FOOT Foundation wall to extend a minimum of 8"above finished grade the Code , • • • All footings to be carried down to undisturbed soil 16.These drawings;and specifications are Instruments of service and • . 0 m ROOF SHEATHING No footing shall be set higher than a 30 degree angle from any other footing shall remain the pro>pe11y of the Engineer whether the project for • • Pour no concrete on frozen ground or in freezing weather which they are madie is executed or not. They may not be used ' • • s STRUCTURAL PANELS Sd SEE TABLE 3.10 THIS SHE Provide 3'/2'steel lally columns on any other projectt except by written authorization of the Engineer. . • • ' Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site ' e DIAGONAL BOARD SHEATHING anchored to the floor above,or has been sufficiently braced to prevent damage Inspections and cer`:i ications as required or requested by the owner, ' • • ' ' • 1"x6" OR 1"x8" 2-8d PER SUPPORT by the backfill(Section R404.1.7) contractor or local bwilding department. • . ' • r 3-Sd PER SUPPORT Floors-WFCM Prescriptive MethodUPLIFT-CONTINUJOUS PATH CONNECTORSI"AO" OR WIDER •Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION 00 •CEILING SHEATHING Draftstopping-Section R502.12 USE SIMPSON STIRONG-TIE CONNECTORS 0 Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 0 • •GYPSUM WALLBOARD 5d COOLERS T EDGE / 101, FIELD INSTALLATION MANUAL FOR HIGH WIND RESISTANTFloor Construction: CONSTRUCTION CATALOG C-HW02 0 • • Sim son Stron TieWALL SHEATHING %"OSB plywood subfloor,fasten per Table 3.1 WFCM 0 p gANCHOR BOLTS ITN FOUNDATION USE: 00 • ' CS16 1�" COILED STRAP � A 8d SEE TABLE 3.11 THIS SHEET Floorjoists:See Foundation and Floor Plans,spacing as noted T- STRUCTURAL PANELS Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION �1 16" O.G. USE 4-8d NAILS N FIREBOARD PANELS 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING '0 AT EACH STUD W Finish floors per agreement 0 MIN OVERLAP IS 2-1" ' ccl 1/1611 6d 3" EDGE / 6" FIELD SILL PLATE TO RIM JOIST USE: 00 0 vo Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOR PERIMETER tI I CONNECTIONS. T� 25/32" Sd 3" t°DGE / 6" FIELD Wall framing and finishing shall be nailed and or screwed In accordance with AND GARAGE/HC;USE COMMON WALL ! FLOOR TO FLOOR CONNEC I IONS N „ Table 3.1 WFCM USE 4 8d NAILS ATf E.',CH END W m r X GYPSUM WALLBOARD 5d COOLERS i EDGE / 10 FIELD 1x6 Pine fascia,wrap /� tit ^ � HARDBOARD ad SEE TABLE 3.11 THIS SHEET Overhangs as noted GARAGE STUD TO; .RAGE SILL PLATE USE: SILL PLATE TO R I I JOiST AND � X Z 1L Vinyl vented soffits SSP CONNECTOR AT 16"O.C. PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET Aluminum gutters and leaders USE 4 8d NAILS ATr EACH END R I1"i JOIST TO STUD CONNECTION Ca Siding:See Elevations � O 0 RIM JOIST TO TUC',IONNECTION USE: T ek housewra JO S S � � � DIAGONAL BOARD SHEATHING p MTS 12 16"O.C. 111 %"OSB sheathing,see fastening schedule,Table 3.1 WFCM 0 0 11) �� 2-8d PER SUPPORT USE 4 8d NAILS ATf EACH END Simpson Strong-Tie . (�/ I x6 OR 1 x8 2x6 Studs @ 16 o.c.with 2x6 shoe and double 2x6 plate CS16 1!4" COILED " � BLOCKING AT (L O � /2"Gypsum wall board 1/2 SPACING I"xl0" OR WIDER 3-Sd PER SUPPORT 5/8"Type X GWB in garage FLOOR TO FLOOR CONNECTION USE: STRAP WIN MIN 12" ALLOWS o 24 O.C. ALLOWS � (0 FLOOR SHEATHING %Z"MR GWB in wet areas MS TA 8d AI O.C. At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS All-EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN to N STRUCTURAL PANELS Note drilling and notching limitations in figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. STUD INSTALLATION SIDEWALL INSTALLATION L m and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS Air EACH END 1[VL 7 LL I" OR LESS 8d 6" EDGE / 12" FIELD Follow exterior corner framing detail figure R602.10.5 1 _ RAFTER TO STUD)CONNECTION USE: GREATER THAN I" 10d 6" EDGE / 6" FIELD Roof Assemblies-WFCM Prescriptive Method MTS 12,EACH ROAOF RAFTER y ENDWALL o U Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH END � HOLDDOWN � DIAGONAL BOARD SHEATHING Underlayment application(Section R905.2.7) O O o 11 �I 2-Sd PER 8UPPORT For roof slopes of two(2)units vertical In twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGIE TO RAFTER CONNECTION USE: (HDU5) O CORNER STUD 1 x, OR 1 x8 up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO ENGINEER: 1"xl0" OR WIDER 3-8d PER SUPPORT shall be two(2)layers applied In the following manner.Apply a 19-Inch(483 mm)strip of AT EACH ROOF RAFTER O TRANSFER SHEAR o underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. CY o � � Q U 2-166 COMMON o HOLDDOWN NAILS AT 10"Starting at the eave,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE: O.C. '0 N'C VV p`� 1. NAILING REQUIREMENTS ARE BASED ON WALL 8HaEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING 18 NAILED 3' ON-CENTER AT THE PANEL EDGE IH POST-USE 14-16d NAILS 0 T Y f TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, successive sheets 19 inches{483 mm),and fastened sufficiently to hold in place. PBS44A FOR EAC For roof slopes of four(4)units vertical in twelve(12)units lHDUS) SHALL BE USED TO MAINTAIN THE LOAD PATH. P � DECK POST TO GIRDER CONNECTION USE: ® �"� �' 2. WHEN WALL SHEATHING IS CONTINUOUS OVER GOINNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO Mrocl NAIL PER FOOT. Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST ® CORNER STUD �, „ s, w -2-16d COMMON wl . NAILS AT 6" O.C. o CONNECTED TO ` ,a Underayment In High wind(Section R 905.2.7.2) GIRDER TO DECK JOIST CONNECTION USE: TRANSFER SHEAR Flashing(Section R 905.2.8) MTS12 @EACH JOIST (TABLE 3.11 WFCM HiGH WIND EDITION) Chimney's and Firespaces-Chapter 10 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Energy Efficiency-Chapter 11,see attached report PORCH POST TO DECK USE: FLOOR TO FLOOR CONNECTIONS- 61 o 07 ,'19 c��v (110 MPH 3-SECOND GUST • eO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2,1.3D Mechanical-Chapter 12 A* I I�l General Mechanical Systems-Chapter 13 2-AC4 -USE 14-16d NAILS CANTILEVER CONDITION ROF � Heating and Cooling Equipment-Chapter 14 JEFFRE T. BUTLER, P.E. SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 ' OR PANEL SIDING FOR 86 COMMON NAILS Duct Systems-Chapter 16 USE 14-16d NAILS IEEE NOTE 1) (INCHES, O..C.) (SEE NOTE 3) (INCHES, O.G.) Combustion Air-Chapter 17 11 0 p PORCH ROOF RAFTER TO GIRDER USE: 1 3/4 MINIMUM E 6 Chimneys and Vents-Chapter 18 MTS 12 AT EACH(ROOF RAFTER BP v ~ 4' EDGE ZONE 16 Plumbing-PartVll Simpson Strong-tie EDGE DISTANCE F COLD DOWN 3R4CG TS 4T SHEAR 8HEAR WALL CORNERS, 12 (SEE NOTE 2) H-2.5 CLIPS 0 16" O.C. Z m USE S-8d NAILS Q INTERIOR ZONE I6 F 2 AT EACH STUD AND WINDOW AND DOOR OPENINGS tu tu o U E ■ NAiL SPACING AT PANEL EDGES (INN.) (FLOOR TO FLOOR 4 FLOOR TO > Q Sim F ■ NAIL SPACING AT INTERMEDIATE SUPPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-tie �/ m o U210 2x6 411 FOUNDA4TION;WFC1"i FIGURE 3.8a 4 3.0b) 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT AT EACH RAFTER a Simpson Strong-Tie REQUIREMENTS SHALL BE USED. 4-lad x 1 I/2" le d � AC4 � z AT EACH POST RIDGE TENSION STRAP 1- } 2. TABULATED 12 INCH O.C. MAiL SPACIiNG ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20.49. FOR FRAMING MEMBERS WITH 0.4?,SGS0.4% THE NAIL SPACINGS SHALL NOTE: G820 USE NO NAILS Q O BE REDUCED To 6 INCHES FOR o.c. 1 ATTACH LEDGER TO FRAMING IN EACH END AT '� •�- MEMBER WITH 2-1/2" X 5" LAG SEE PLAN EACH ROOF RAFTER � (Q (Q � 3. FOR EXTERIOR PANEL SiDING, GALVANiZED BOX NAILS SHALL BE PERMITTED To BE SUBSTITUTED � 1 1 BOLTS AT 16" ON CENTER � •: (� Ul 0 D nl N FOR COMMON NAILS. Q L 4 L '1 <1 •• 4 WV Y .4 t a CI 1 j GI � 0 � � Simpson Strong-Tie N i LL to (TABLE 3.213 W so WFCM HIGH WIND EDITION-2001) U210 2X6 D G D 11 c o c o � RAFTER � Z u- SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS ° a ?, a ° a ° 15At EACH CEILING JOIST<1 ° � I v ° ° I ° 4 ° 4 ° 4 4-10d x 1 1/2" � a b MAXIMUM ANCHOR MAXIMUM ANCHOR < d 11/2 0 �t < p Q p Q p 6 u A BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING (IN.) BOLT SPACING (IN.) ` ° BOLT CONNECTION RESISTING SUPPORTING „ ANCHOR BOLTS) D 'e��';fin 'p' C 'D' C 'p' p � ANCHOR BOLTS) l5/8 L a °i� a ° a ° a ° RIDGE BEA ° ' 4 ° 4 ,` Simpson Strong-Tie n a JOIST HANGER REQUIRED ° ,t a AT CATHEDRAL AL CEILINGS nn nn ' nn ° � U2102X6 � :• LATERAL AND SHEAR LOADS 1-3 STORY 30 45 G; G; G; C° • • AT EACH DECK/PORCH JOIST 2 MINIMUM � o.. SIDECOYER '•b; • •. PAGE : • WALL TO c a ° c a ° c 4-10d x 1 1/2" Simpson Strong-Tie RIDGE trong n ° 1 NOTE: MAX 12" ° . � Simpson S -Tie PB 44 TENSION-STRAP FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY sIMPSON, SEE DETAIL FOUNDATION G' `� > TYPICA4L PORCH/DECK 55TB28 WITH BP AT EACH POST FOOTING L PORCH ;OLtJMN CONNECTIONS DETAIL CONNECTIONS ° LEDGER CONNECTIONS ANCHOR BOLT DETAIL. `