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HomeMy WebLinkAbout40581-Z �pp1c�{FFOt,�COG� Town of Southold 10/5/2017 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39268 Date: 10/5/2017 THIS CERTIFIES that the building ACCESSORY Location of Property: 485 Carrington Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-11-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2016 pursuant to which Building Permit No. 40581 dated 3/30/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: NON-HABITABLE,NON-SLEEPING ACCESSORY POOL HOUSE WITH UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Zabala,William&Sullivan,Danielle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40581 06-22-2017 PLUMBERS CERTIFICATION DATED Othod Signature Sn�Fnt, �, TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40581 Date: 3/30/2016 Permission is hereby granted to: Zabala, William & Sullivan, Danielle 90 Prospect Park W#3L Brooklyn, NY 11215 To: construct accessory pool house as applied for. At premises located at:' 485 Carrington Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-11-17.1 Pursuant to application dated 2/25/2016 and approved by the Building Inspector. To expire on 9/29/2017. Fees: ACCESSORY $398.00 CO -ACCESSORY BUILDING $50.00 Total: $448.00 Bu ding In � ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 2- o\-2o ) b New Construction: °F Old or Pre-existing Building: (check one) Location of Property: S C�r�, �,� ���� CU VC House No. Street Hamlet Owner or Owners of Property: S n., o �r Suffolk County Tax Map No 1000, Section Block I Lot Subdivision 1 Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Tempora Certificate Final Certificate: ✓ (check one) �/1 . Fee Submitted: $ V w Applicant Signature pF SOU�y®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 aQ roper.richertCaD-town.Southold.ny.us Southold,NY 11971-0959 ®l�C®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zabala Address: 485 Carington Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40581 Section: 111 Block: 11 Lot 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Electric Tec Inc. License No: 4814-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureSIA Time Clocks Disconnect F-1 Switches 13 Twist Lock F1 Exit Fixtures TVSS 11 Other Equipment: "Pool House" 1- Combination Smoke/ CO Detector, 2- Paddle Fans. Notes: Inspector Signature: Date: June 22, 2017 0-Cert Electrical Compliance Form.xls Of SOUTyolo coulom, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Q ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: it DATE 5 l INSPECTOR SO//Tyo� �� �'YOOUNiV 0� ''1 0 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 i O <ovI OF SO/, — o�y�OUNT`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��V�✓ Ver ,� �) obwv. AA- Tjm� AV a"A- DATE 3 INSPECTOR � o Ulm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION- [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: V DATET/.W7 INSPECTOR 1 SOF SOUTy o� o Co._ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ])NSULATION [ ] FRAMING / STRAPPING [ FINAL Xe,-: [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ov) 4y- U jh) DATE 10INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive ���Mattituck,NY 11952 D 1EQ:3 (631) 774 7355 D Date: May 16, 2016 JUN 2 2 2016 To: Town of Southold Building Dept BUILDING DEPT. TOWN OF SOUTHOLD Re: Foundation Inspection Zabala 485 Carrington Rd. Cutchogue,NY 11953 Permit# 40581 To Whom It May Concern: This letter certify that a Foundation inspection was performed on the above mentioned Pool House and all snap ties were podged correctly, the damproffing installed as per plans, and it meets all state and local es. Any questions feel free to call. �;© jD, ,P'' Si erely, es Deerkoski P.E. AR�FESSI���E`A , JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: August 13, 2016 To: Town of Southold Building Dept Re: Framing Strapping Inspections Zabala 485 Carrington Rd. Cutchogue, NY 11935 BP#40581 This letter certifies that Framing and Strapping inspections were performed on the Pool House at the above mentioned property and all the framing and Strapping were installed as per plan and meet all state and local codes. Any questions feel free to call. OV EW y D °,p� \Jams CID °s w z erkoski P.E. c�0 �'o• 07 AROFESSX DD JUN 13 2017 TOWN OF SOLTTHOLD l JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: March 18, 2017 To: Town of Southold Building Dept Re: Insulation, Fire Caulk Inspections Zabala 485 Carrington Rd. Cutchogue, NY 11935 BP#40581 This letter certifies that Insulation and Fire Caulking inspections were performed on the Pool House at the above mentioned property and all the Insulation and Fire Caulking were installed as per plan and meet all state and local codes. Any questions feel free to call. NEW YO D p, 'Q cq `�• S Sin c rely, Ja es J eerkoski P.E. pROFESS� .JP D rD) JUN 1 3 2.017 BUILDWG DFPTo TOWN OF SOUTHOLD �J. I • � • s . . ti Now I FA MU 11 ya • t: I 1 ON STATE BNEROY COM IMMMW w .� ffpuli t TVV e i1 r1R�i�� Gt.`.. WNWAW, A � r 1 • 0 w rr r l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Survey , ( ) y South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application /� Flood Permit Examined 3b ,20 Single&Separate Storm-Water Assessment Form � j Contact: �n--C1n-e` H.c�1 Approved v 20 Mail to: Qo 'NIL S 4:� Disapproved a/c �'� Q 5 Z Phone: 5- \g 4-) Expiration ,20 _ `c�•�2\ nnc\-�deS.S S�r��� i (�7F' E Bu 1 ing I ector . �. 16 `A>i PLICATION FOR BUILDING PERMIT i - —- Date20 1 to 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. aterways: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 Ri afi s uildings,additions, or alterations or for removal or demolition as herein described. The a e hglicable laws, ordinances,building code,housing code,and regulations, and to admit a t z n e r on premisn building for necessary inspections. FEB 2420 (Signature of applicant or name,if a corporation) BUILDING DEPK'. M11�e O N2 56 �- TOWN OF SOUTHOLD � �,-�,,c 1L. ►.�`( 'u1 �Z (Mailing address of dpplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 'N' S� R-l-, ')- Name of owner of premises C✓0. M Z 0. `jn_�4 C.r4 4 r( f�\4 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: A_S5 Cc-c c �cd cu�-CV)oyv.Q House Number Street Hamlet County Tax Map No. 1000 Section Block ��,�.;; Lot, t, _ i I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost -75 (,00 �- Fee (To be paid on filing this application) 5. If dwAling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 'z- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear 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 Rear Depth Height Number of Stories l 9. Size of lot: Front 2-b--0 Rear Depth 2$ 4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated (-417 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOX' Will excess fill be removed from premises? YES NO?-C. s Z4,01)C- 14.Names of Owner of premises nr,„el to Stell Address 4-�rS* Cc-rr.4.hn R&Phone No. Name of Architect Address Tagg`A No 21.8-- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. v L �z­-',"-j t U 1 16. Provide survey, to scale, with accurate foundation plan and distances to property Lli( s. "_, 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. moi;v 18. Are there any covenants and restrictions with respect to this property? * YES NTWIGII`C-'r ; "LL''a�`VINIRY-?lr * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 1 1A c�C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the f� C (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. Swor to before me thi p day of 20 Notary STEN E. HESPOS Signature o n .Notary Public, a of New York No. 01 HE6174810 Qualified in Suffolk CountyG Commission Expires 09/24/20,,,,_ i c11Fflf 7 ) Scott A. Russell S�F O IKI\\WWA\TIEIR� SUPERVISOR U) ? , N A\N,A\GIENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTH OLD,NEW YORK 11971 Town of,So u th o l d MAR 1 G 2016 Reotia Sismi ls;ovu CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[CSB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. i ❑W- Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ECD. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; erosion hazard area. ( E]ETR Site preparation within the one floodplain as depicted -on-FIRM-Ma-p--of-any- watercourse: ❑ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1p000 Date 1 I NAME: NL\ \C- \7\C__r _U_ _JA_ 1-7• Section Block Lot ap :5"• ,• c / 6 :'• :' )i�' l'iLI)l�ta GI's ;_1:"hl1'.� T t, t N'l Contact Information Reviewed By: -- — — — — — — — — — — — — — — — — — Date !G Property Address / Location of' Construction Work- — — — — — — — — — — — — — — — — — _ Approved for proce��tng Building Permit q'S 5 0 QtSlormwater Management Control Plan Not Required Stormwater Management Control Platt t�Required J (Fonkard to Lngineenng Department for Rei tew ) FC)I;l\1 SMC-P TOS til Y 20 Id APPLICANT -S.C.T.M. 1: '1000 t;'rnperry Owner,Design Professional,Agent,Contractor,Other) _ os►FFQ, CHAPTER 236 �i�Ni� �,�� � � M_ ' t 1 i7. 1 Stormwater Management Control Plan CHECK LIST Section Block Lot Wa SMCP -Plan P•,,,v,,,, j Requirements: Provide ONE copy'of the Building Permit Application, Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing S gN.ni4-� 3_ 4^ (� �l i :�' all Information that has been Required by the following Checklist! ndi, t T.kNnn,lur • 1 A Site Plan drawn 10 scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel 11h0w all 01' the following iteiri�,: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries b Total Site Acreage c Exuting - Natural & Man Made Features within 500 L,F. of the Site Boundary,as required by §236-17(C)(2). d. Teat Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall 1,irclude but not Be,limited to: e. Limits of Clearing & Area of Proposed Land Disturbance. A well maintained.construction Entrance, f, Exist ing & Proposed Contours of the Site (Minimum z Intervals) " e i encing,stabilization &- g. Location of all existing & proposed structures, roads, Seedingo expose and/or inactive soils. di iveways, sidewalks, drainage improvements & utilities. ) h Spot Grades & Finish Floor Elevations for all existing & proposed sti uctures. I Location of proposed Swimming Pool and'discharge ring, j. Location of proposed Soil Stockpile Area(s). FE 71=111=1 DRAINAGE W k. Location of proposed Construction Entrance/Staging Area(s). Contact TOS I. Location of proposed concrete washout area(s). - 00 Backfill p 765-150 before m Location of all proposed erosion&sediment control measures, that the e i kation 2 Siormw•ater Nlanagement Control Plan must include Calculations shdwing installed to Code. that the 5iormwatei impiovements are sized to capture,store,and infiltrate nn-„iie the run-01f from all impervious surfaces generated by a two(21 inch rainfall/aton-n event J Detail,, Sectional Diawing5 for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a Erosion & Sedu7)ent Controls, b Conahuctton Entrance & Site Access, c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) :N"1' LISE ONLY �:i.><=,r. . ......._....._. .... ,i. ..----•-- .._ .-..,;;. , -.._ _. ..,__..,.._;.,.._.. ._" . _. .. . , - Additional Information is Required. Reviewed & I Approved By: Stormwater Management Control Plan is Not Complete, - - - - - - - - - - - - - - - - - - - - — — - — Stormwater Management, Control Plan is Complete. Date 3 2Q' �� I SMCP has been approved by the Engineering Department, i FORM ” SWCP Check List -TOS MAY ?n 14 IS Torun Hall Annex Telepho 54375 Main Road cn � � 1 V _ P.O.Box 1179 G ro er.richert .sou a .n ys - .Southold,NY 11971-0959 �� � -� L 1 , D MAR 3 1 2017 BUILDING DEPARTMENT BUILDING DEPT. TOWN OF SOUTHOI D TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � 7-n v-,r\ Date: Company Name: 'Ver Name: b , License No.: _ Address: U, O - - / Phone No.: 3 �� o�St e C� JOBSITE INFORMATION: (*Indicates required information) `Name:"_�—_-- -------- -�G,D -\- - --— .-- -- --- -.=-- --- -- - - -- --- ` -. *Address: *Cross Street: �ca ��-r� *Phone No.: Permit No.: Tax Map District: 1000, Section: I ( Block:— Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly)- (Please learly)(#Tease Circle All That Apply) *Is.job ready for inspection: YES NO Rough in Final *Do you need a Temp Certificate: YES 0 Temp-information (If needed} - *Service Size: 1 Phase 3Phase 100 150 . 200 '300 350 400 Other *New Service: Re-connect Underground , Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION P,,j 0ec az-Request for Inspection Form ��SUFFDt x�0 . Town Hall Annex ��O �1 Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 � Southold, NY 11971-0959 O� ��� BUILDING.DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 Gr Owner: Sc,--\ 2(2be) Q Location of Property: 6r%S- e+r r p),,,,c --� �- �vac ��--► Please take notice that the (check applicable line): C New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property'reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and.beams (F) Roof framing (R) T Floor and roof framing (FR) Signature: Name'(person submitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 Jr- 1 -7, O N OF-SOUTHOL fROPERTY RECO CARD m f 0 ' m OWNER STREET TILLAGE DIST. 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V DMVB1sDP[pBRRnavaMmFFa]rr]RNarserrmoNDacsRMREM < J i 0-1 email: F ° michael i N or. i :[ w, C- LL I s� NTER SJ I EXISTING DRIVEWAY h I: EXISTING •I ' Z 57Y FRAMED ' HOUSE EXISTING 1 STY am' EXISTING GARAGE - PAno 76 7P 7,6 74 74 ,♦ --�/ , 72 70 ISIS C \ \ 1 C FJCISf1NG `` \\ '\ S F 1 1 ; i 6, PATIO I,�_ I ♦` b YALEAL0�2G-LIMTS OF'- _ `s ,11 - - - - - , - '` ---— \•� - — CLEARING VJ'/HAY�ALES I POOL •NJ/SH•R ' F 'Q11 I L }..."'1 I 1 t I I •E(tUIPMEI4T I 1 I I I I ♦, �m ;E LOCA-flON- 1So0 SX `' \ Z� PROPOSED 1 _ LL 25o Cy OS 6 t, �' 153Go :, 1 STY FRAMED I . I` VINYL POOL A A60L HOUSE `5�d i t 2S3 C S U I ♦♦♦ WASHOUT ,� , ( I f 1 ,�� , 1 , ` ♦ / 1 I 1 1 I SWALE ALONG LIMITS OF ` A f W/HAY BALES ♦`. -— ••••••..P: ------- -J 70 , ° . Z , 1 , CP TEMPOWY10'WIDE DRI♦IkWAYTO HAVE TOP LAYER ORI ,%T' ` \t I Z li l aomFFon rKIRA :•DRY•. , l7 I OF RSC,STONE WITH A 2-i0.-CROWN IN THE SDN OF . MIDDLE AND DECREASE 1/2'"I�TO EDGE ---• —•—•—•— •—_ SWALEALONG IEMI-fSOF'y�_ NSTRUCTION / CLEARING W/HAY BALES Ftt ; i I I [ I M / F :NTRANCE EQnCI•. 6@ 1• 1 I I 1 I L I a �♦ I I 1 I I I 1 8701430" W = 282.080' APPROVAL OF STORMWATER MANAGEMENT CONTROL N -T n ode C t 6 Date: CONTROL • SITE �+� ���� Approved by: sca�E:: �" = 30'-0" SITE DAT SCTM # 1000-111-11-15,17 DESCRIPTION: SQ.n ARTA: LOT COVEMGE MUTE FILL DP DETAILSPROPERTY: 734276111 H 1686 ACRES MEETS & BOUNDS ESHUTEDAREA OF 10,0001q H. BY: FERRANTELLO LAND SURVEYING GROUNDDISIURBANCE: +/ (516) 248-2766 DATED: 9/10/2014 SCA EROSION EXISTING HOUSE 18214 SQ FL 25 OGEE GLTTTER-STANDARD 5" NOTES Shall include but not be {invited to: EXISTING PORCH: 241 SQ ff .1% - - II EXEDO ON A well maintained Construction Entrance Nnn�I�w rr� - of NEIV N OO NOT BEGIN INSIALU110N UMIL SUBSTRATES F1AMM BEEN PROPERLY PREPARED r EXISUN6 GARAGE 42L3 SQ Fl 06% - �' yO 2,PREPARATION Wire Backed Silt Fencing, stabilization& '<<'- �• DEER 'Q SF N CLEAN SURFKFACES USING RECOMMIEMDED BI PREPARE SURFACES VSING METHODS RECOMMENDED BYIHE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FORTHE SUBSTRATE UNDER THE PROTECT CONDITIONS PROPOSED POOL HOUSE 745.3 SQ ff. 10% 250 CU YD 50 N YD O PAIMCONCFALEDMETAL SURFACES AND SURFACES INCOMACIWITH DISSIMILAR Seeding of exposed and/or inactive soils. �,- METALS WITH PROTECTIVE BACKING PNM 1 It 1 K'SS J � 3 INSlNU11ON PROPOSED POOL 600 SQ F0 08% 120 N YO 10 N YD C7 j LTJ - ASPERFORM WORK INACCORDANCEWTTHCDA HANDEOOKANDTHEDRAWINGS ' { LV 1)GVIIERTO BE PITCHED TOWARDS LEADER 1•TO 1 FOR EVERYM OF RUN CIN LENGT ITH PI SHEET.)COPPER/ /L DAD,FLASH AND SO DER GUITERST D PROPOSED DRYWFtLS: 0) b(U YD. 2 N YD a1 CCCES RIES TUSH AND SOLDER GUTTERSTO DOWNSPOUTS AND DRAINAGE INSPECTIONS ARE REQUIRED ALUMINUM ACCESSORIES BF CONNECTORSVETANDUULKWfIHABVIYLSEAUMSLIPJOIM Contact TOS Engineering at 765-1560 before F A�'o, 31 CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED SEAL ` CONNECTION WATERTIGHT Backfill,OR Provide Engineer's Certification R��ESS► NPV R)PROTECTION. B TOUCH-UPOIREPAIR OR REPLACE DAMAGED UNTIL COMPLETION OF PRODUCTS BEFORE SUBSTAMUL EDEAL: 3619.1 SQ ET 50% 376 CU YD 62 CU YD that the drainage has been installed to Code. 1 COMPLETION REScheck Software Version 4.6.2 Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New.York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 30% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ZABALA-SULLIVAN James Deekdoski, PE 485 CARRINGTON ROAD Deer Path CUTCHOGUE, NY Mattiuck, NY Compliance: 6.2%Better Than Code Maximum UA: 209 Your UA: 196 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. Assembly or U-Factor UA Wall 1:Wood Frame, 16"o.c. 1,262 35.0 0.0 0.046 41 Window 1:Wood Frame:Double Pane with Low-E 31 0:300 9 Window 2:Wood Frame:Double Pane with Low-E 1038 0.300 71 Door 1: Glass 105 0.320 34 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 745 58.0 0.0 0.018 13 Ceiling 1:Cathedral Ceiling 745 28.0 0.0 0.037 28 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 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 1 pF NEW Y tp n l. ' I w �d� y` W O o Project Title: AR�FESS1 NPS Data filename: D:\Projects\ZABALA-SULLIVAN.rck 00 u M C H Design Services www.mchdesignservices.com ------------------------ -- phone: (631)298-2250 AVERAGE ROOF 14EI(SWT: email: 21'-3 I/4" michael@mchdesignservices.co POOR PATTERN TO ME DETERMINED i WEST ELEVATION SCALE: 3/16" = 1,-0" Z <44 z � o Lij 1:4 NORTH ELEVATION � o SGALE: 3 - 1--� z � � w A O U-1 V x opo V ------------------ -- V AVERAGE ROOF HEIGHT: T- tn N DRAWN BY: MH OF NFA El El 11/27/2016 5OUT ELEVATION . . ` ` E�E �,�,���,.r.��d�` � SCALE: SEE PLAN n � n � =c�, SCALE: 3/16 = 1 -O a 0 EAST ELEVATION �FFSS100 � SHEET NO: SCALE: 3/16" = 1t-O" U �-+ u M C H Design Services 4X4X I/4 www.mchdesionservices.com STEEL COLUMN Phone: w. 2X4 PLTS ea. 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FINAL - COP+STRUCTIONMUST O � � BE COMPLETE FC-)7% C.O. 0 i J ALL CGNSTRUCTGN SH,+LL P.'F"T THE O 0 REQUIREMENTS Or THE^ODES:•OF NEW - �. YORK STATE. NOT RE; PON*SIBLE FOR DESIGN OR CONSTRUCT ION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 02NTEP-S J uj EXISTING P, am' AS REQUIRED AND CONDITIONS OF MMER � ^ ' VIM �Vf DRIVEWAY Sov, I i U Y11 D L� EXISTING 2 Sly.FRAMED T Z Lu HOUSE �M.1Meil� C� 00VUPANCY OR EXISTING 'F'�rRIfV'Y 1°°..(` STY. (moi 1 USE IS UNLAWFUL EXISTING GARAGE I� aAno O � z I� T 0 w WITHOUT CERTIFICA I e EXISTINGO �rI:MMMM4� Z � V OF OCCUPANCY PI cn z LIMEYS OF CLE (SI ARING LT FENCING) ' W „y LL I Al W OLOIATION Q O I DRl�lt`IAGF INSPECTIONS ARE RECi3tFtE0 ED Costar: o GS Engineering at 765-1560 before Z 1 STY.FRAMED �+�+ E3ack#il#. C3F3 Provide Engineer's Certification d POOL HOUSE I V 1 o00 that the drainage has been Installed to Code. O o COJCAEE 5 ID L 1 V" N I WASHOl1T Z O LIMITS OF CLEARING(SILT FENCING) -J I O -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— o ,o? 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ACCESSORIIS PROMED DRYWELLS: (1) 6 N.YD. 2 CU.YD. BI ALUMINUM RIVETAND SULK WRH A E lrvl 1PALANE SUPJO1 W CONNECIORS 3)CONNECFDOW 11 IISTO STORMSEWER SYSIEMAS INDICATED SEAL LIMITS OF CLEARING TO BE DRY WELLS TO BE 10'MIN. CONNF—N WATERTIGHT AWAY FROM HOUSE +LPROTECTON NO MORE THAN 20'F ROM N PROI INST ED PRODUCTS UNTIL COMPLETION OF PROJECT PROPOSED WORK AS IF IOUCH-UP,REPAIR OR REPLACE D GED PRO DUCI5 BEFORE S WW IAL COMPLETION INDICATED ON SITE PLAN TOTAL: 3019.1 SQ.FT. 4.2% 156 N.YD. S2 CH.YD. ee i — — — — — — — — — — — — — — — U M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.corr ON uLj� � W .J O o o � z WEST ELEVATION a o w Q z w Q ,4 O LLJ " x V, p4 00 H O N O o - D E R�p[Ir DRAWN BY: MH 2/4/2016 . 01 AROFE SCALE: SEE PLAN SHEET NO: ILLLILLI 11 11 1 11 11 11 111111111111111111111111111111111111111111111111 SOUTH ELEVATION SCALE: 3/6" = V-O" - - - - - - - - - - - - - - - - - - \\ u M C H- Design Services www.mchdesignservices.com phone: N (631)298-2250 N email: michael@mchdesignservices.co M co VI Ilk O 0 EAST ELEVATION z w SCALE: 3/8" = V-O" a C� w v x cry p4 0 H 0 N Q C1. OF NEW YD R 'Q w DRAWN BY: MH �Fo Ro \ FEo P� 2/4/2016 � i SCALE: SEE PLAN SHEET NO: 77 , NORTH ELEVATION SCALE: 3/8" = V-O" Design Services 1 1 1 1 1 www.mchdesianservices.com phone: (631)298-2250 281-811 email: michael@mchdesignservices.co ---'----------------------------- r ----------------------------------------------------- , d d.�d • o .D d • p p c' , u •Dd p' d • o , d Bpd �d • o V°� I 4 C d d • o ---------------------------- I I 1 _II111_A 1 D 1 - II111 1 I I N 1 O I VIII 1 I O 1 � I 11111 I I -J' O 11111 K 1 1 m 1 1 11111 W 1 i l0 Ill II 1 ' I D'1 I •---I1111�I' I I 1 1 ' IIIIIJ 1 ; 1 I , ' 1 4"dia.COL�IMN ' a ' 36'X36"X12' FTG.i'®ice ; "di _-_- (3)#5 REBAR E.W.i" ' v v d d a I I V I I I d D d • p D p ' III11� 1 1 I � 11-7/8 TT 1230 WOOD-1 FI @16"OC VIII 1 D ' O �0 VIII I I I i 1 .' 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EXTERIOR OF 4).PROVIDE 2X6 ACQ SILL'PLATE UNLESS OTHERWISE NOTED.SILL PLATE yo DEC WITH ADBITUMINOUS ONS TO BDAMPNGOOFED AS PER N.Y.S.RESIDENTIAL CODE SOL G INSTALLED OVER COP-R-TEXTERMITE SHIELD AND FOAM OR FIBERGLASS *T. S�3 - � A` s^ *J DRAWN BY: MH 2).FOUNDATION TO HAVE 20"X10"CONCRETE (2X4) KEYWAY IN FOOTING. 5).PROVIDE 5/8"DIA ANCHOR BOLTS AT3'-O"O.C.AND W/I 1'-O"OF CORNERS, FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A "`•� i ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO �2J,C� d '�`��p 0 2/4/Z016 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. Q o 2 3). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. AR�FES O� INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SCALE: SEE PLAN WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE BLOCKING AT 8'-0" O.C.(MAX.)AND MIDSPAN. REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SOTHATTIHE POINTS OFTHE SQUARE MEETTHE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE SHEET N O. THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH,MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET OW— E PROJECT NORTHFOUNDATION � LAN PA A914 ell SCALE. 1/4" = 1'-0" I 1 M C H 1 281-811 1 Design Services I 1 1 1 " 11 ' 51-71/411 7-23/4 10'-3/2 51-6'/z" www.mchdesignservices.com phone: 5'-0"x 4'-6'/," 1 3'-0"x 3'-0" 631 298-2250 2'-6" email: - 1 michael@mchdesignservices.corr 1 eo ' 1 1 O 1 � I , °° in I CLOSET ' ' o X N 10'-7'/2 011 r /1—�f 1/211 ; 1 4 W W 1 N , t 1 1 — _ U- LINEN ; 0N _J 4--o' ; Lu Oq , N M N _�JC 1 N O 1 �001-1 N M STORAGE 1 A x N O LL CATHEDRAL CEILING r4 x POOL HOUSE 1 ^' CATHEDRAL CEILING ' ,L` O 0 N , INV S o ~ 0 Z a 1 1 ' a w N 1 ' P 4 Fn INSTALL TO HAVE w ^ ' 1 x v) 1 b a HANDRAILING AS _ 17-3'/z 1O'-6" - REQUIRES BY CODE BUILDER TO PROVIDE SPECIFICATIONS `o FUTURE TO BUILDING DEPARTMENT PRIOR TO WOOD INSTALLATION.INSTALL PER MANUFACTURE'S Ln REScheck Software Version 4.6.2 STOVE WRITTEN INSTRUCTION AND NY STATE CODE 1 WU Compliance Certificate M I _ JPq 00 is (2)11-7/8 ML BEAM—► �0 BAY Z'-O;x 5"-0" 2'-0"x 5'-0" Project _' M ' -' V El k—my 2009 1ECC 7'-4"X 6'-6'r4" ; O N L.— Suffolk CounM New York Conttvrtk,n Type: Single-family , Praiect Typc New Construction Conditm—d Floor Area:0 ft2 01-inq Are. 93% ' 4'-4 —f II ^I�11 5'-11'/4" 7'-1011 1_7'/2" O ch—Zane: Q(5999"DO) —`T Pe.mR Cate 7 011 r—it Number. 1 Construction S^te: 0"WAghnt Demg nermor&tr Cwr. 01 7k �Iy 1 CC CARRuR NROAD 4'-7'/411 8'—V" 15' 13/4" CUTCNOOUE,NY _ �,_a.. j 281-811 CL Carolurom: 201 l3-Sti Better Tlw Cade Y I".T"1 t:A:115 Tou V4432 llw M Mw.�xswtfi.r 6M ed,.wh".Fo.hw w ewwrM W Mun:iwx�an nM,"dMR.J... Envelope Assemblies wexLwaadFane 1co.e. 1.262 m.o0-0 `o.oco s 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE w..daw3:Me lF..a,r0-66r—w vt.law-E 33 Oleo 9 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Vf.dax 2:Metal Fr Double Pane w2h Lox-E 1.023 0.30o 311 MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0aor1:0h_ 109 0.320 34 FI.-1:An-waae>�wr ,=ae.W—dib dsp— 745 30.o 00 0.033 25 2).PLATE HEIGHT AT I0'-6". 8).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH Ceik„g 1:C.d,eb.l Cdr" 745 21.0 0.0 0.037 2e Cemprehxe Svremenr.The pro 1 bold,mg deign des Sed 1—is conz;saent wi*the budd.ng pl at,apeciF¢aEpns,end oelxr 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. eelrv!exior"submitted wtd:the pennrt epplmenon.TFre proceaed hu?dinggnad to mheettl,e 20091ECC teq,dh..mehm in 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. DRAWN BY: M H REScheck Ve�smn 4.52 end to mmply x"h the h.mndamry rcgrn• t,_Iutedn the REscheck imp—,Ch«kk,t. 9). INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. COMPLIANCE REPORT. 5). PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS to).ALL WALLS TO BE PROVIDED WITH 1/2"SHEETROCK.FUTURE 3/8/2016 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATH TO BE INSTALLED WITH MOISTURE-RESISTANT .� Q �Et��, ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE '�Q F,� ,�Fl��+,r ppm MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" AREAS. SCALE: SEE PLAN THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN * �� Projett Title: Reportdate: 02f04+16 PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 11). INSTALL SMOKE AND CO DETECTORS AS RE UIRED BY CODE. `r' "eh Data filename:I) -SULLrVAN.mk Page 1 of 2 Q (� \ �t�<�„ " 11,1 w 6). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS SHEET N O. (MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, F� '�°® FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. A �Z �� PER CODE. N FOOL HODS E PROJECT NORTH S SCALE: 1/4" = 1'-O" QQ 41 M G H 1 Design Services 1 www.mchdesignservices.com 1 phone: 1 (631)298-2250 1 1 email: michael@mchdesignservices.com 1 , 1 1 , 1 1 , 1 1 , 1 1 , 1 1 , 1 1 , 1 1 , 1 1 , U 1 1 , 1 1 , 0 1 12 1 1 � 1 N I , 1 i , 1 1 , 1 1 , 1 1 , 1 1 , I 1 , 1 1 1 0 I , I 1 , 1 1 , 1 1 ' ' ' , 1 1 1 (Z)1-3/4X14 ML RIDGE � ------------------------------------------- A , (2)1-3/4X14 ML RIDGE P4_J I 1 O O 1 ' 1 1 o cn z 1 I "D 1 LL � ' 1 X 1 12 a l O N , 1 ' 1 w <� Ln Lx 1 ; 1 c� p4 00 1 , 1 1 , 1 1 , 1 1 ------------- ---------------- --------------------------- O V ------------------------- 1 1 , N 1 1 1 1 1 0 1 I 1 1).3'OVERHEAN ON HIPS,1'OVERHAND ON GABLES. 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS,etc. PER CODE. 3).APPLY4"THERMAX OVER 1X6 T&G OVER ROOF FRAMING F NEW Y0 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND `>>' DEER�0�f DIRECTLY TO THE DECK ALONG EAVES. 5).USE ICE&WATER BARRIER UNDERLAYMENT ROOF FLAN z DRAWN BY: MH 6).DO NOT INSTALL UNDERLAYMENTON WET/DAMP PLYWOOD!!!SHEATHING SCALE: 1/4" = 11-0" MUST BE DRYAND CLEAN PRIOR TO INSTALLING UNDERLAYMENT SFO °• 72 �'� UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE AROFE \O� 2/4/2016 WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS COMPLETE. es 7).INSTALL STANDING SEAM ROOFING OVER UNDERLAYMENT INSTALL PER PROJECT NORTH SCALE: SEE PLAN MANUFACTURER'S WRITTEN INSTRUCTIONS, 8).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. SHEET NO: 0 STANDING SEAM ROOFING ICE AND WATER UNDERLAYMENT 4"THERMAX BOARD I (2)1-3/4X14 ML RIDGE �� u REScheck Software Version 4.6.2 LAPBOARD SIDING UNDERLAYMENTCompliance Cerificate 1/2"CDXSHTG. C 2X10 DF#2 @16"OC U 2X4 DF#2 STUDWALL EXPOSED RRs @16"OC Design Services Project — _ _ — Energy Cade_ 2009 IECC Lncati— Suffolk County,New York Construction Type: Single-family www.mchdesionservices.com Proiec[Typc New Consitruction Conditioned Floor Area:0 ft2 phone: Olasin4Eg Area 93 climate Zone: 4 (599911001 (631)298-2250 Permit Date Permit Number. email: Construction Sate: OwnedAgent: Designer/Contractor michael@mchdesignservices.co zasAtA-s,ILLrvajv 465 CARRINOTON ROAD CUTCHOGUE,NY Q r . . CorrVIII e;13.3166etterT4ancode Masfr•Wm LNt: 475 YgV VA:412 tusx seRarww•vsstlr.r o.as was.wsem.A..3.a t.a.•dw..u.h.rs:a.w.n c.aa tr.dR.aR elle.. R gaei Ng'ranxM en•"tivw d AYray uw a takwherl er•mimr.ad"fent. 2X6 ACQ PLATE Envelope Assemblies IMP TERMITE SHIELD SILL SEAL 'tea:h.i+:J•J . RAILING PER CODE 3/4"T&G SUBFLOOR Wall 1:Wood Frame,19'..c. 1,252 13.0 0.0 0.060 5 Watdox 1:Metal Fm.—Double Pax with 1&" 31 0.300 3 - 11-7/8 TJ1230 @16"OC Window 2:Metal Frame:Double Pnne wsefi 1." 1,038 0.300 311 Q .• (4) 1-3/4X9-1/2 a °• ' ML GIRDER 4" NOTCH Door 1:Dlasz 105 0.320 34 � •° ,° Floor 1:All-Wood)oistlrmwOver Uncondl5oned Space 745 30.0 0.0 0.033 25 r, Ceiling 1:cart ed-1 Oeiling 745 26.0 0.0 0.037 28 .e ZX4 ACQ PLATEI.-.. w can,A;-Statement. The pronoaed building design described here is consistent with the building Plans.sPeeRications,am ether - - - •� � _ telco mons submitted wiii the permit application.The limpmed building has been designed to meet the 2009 IECC requinsnents in 4 y •� RESchec(c Version 4.6.2 and to comply with the mandatory mquinemenes listed in the RESchm*Inapectian Checklist. •. 4°STEEL – ''� o• ♦• e. : COLUMN Q c; N nme- r egnatge a e .♦ ap r.' 10"CONC.WALL � •e•4 ' ' EXT.STEPS, .° ^° DAMPPROOF O v ' 1 4 • 4 CONC.SLAB •s - - _ — ��o y Ow'1 .• o •' o D. a •' .d • ' P""1 Project Tide: Report date: 42!04116 �• • Data filename:DAP?ojec'ts1ZABALA-SULLiVAN.rck Page 1 of 1L;� e•va •�•• Prov e- DRAIN TO36'X36"X12"CONEFTG. •• 20"X10"CONC.FTG. ~� DRYWELL h.oi rail l (�S Per (TYPICAL) (3)#5 REBAR E.W. (3)#5 REBAR Ny5 05-lde >a SECTION z Codes 41 SCALE: 1/4 = 1I-ON Z W (2) 1-3/4X14 ML RIDGE 1 I I 11 • + ti �/ 5 • w `r STANDING SEAM ROOFING `1+ ` j ) f 1�-I ICE AND WATER UNDERLAYMENT ( ��I 1 I I "°SA'" f ( ( �a/ Fyi OR(iLL STS& 4"THERMAX BOARD ( t wawERs a,2•D.S ( i I ( i U 00 1X6 T&G OVER EXPOSED RRs — _ - — 2X10 DF#2 @16"OC S I l� 1 4 i� I U 1(C ARA RATED SHEATHING O 3'OH � � (AITFRNATIVIVE:T/16'0.5 B.j ` --_—_-- __-- (YP.) `Y Vr APA RATED SHEAn1MG I I ' • I ! I I raAOE vtw,Doo _2 AiNIISSSTEEt LAPBOARD SIDING DR GA VANED wooD scREwG w/ wAsnExs0­1 � I •/ UNDERLAYMENT ( ( S I ( wtNDDwmt 1R"CDX SHTG. 2X4 DF#2 STUDWALL + l I y I + I O @16"OC IIfti I -41F _ = e, 11-7/8TJ1230 @16"OC NEW 3/4"T&G SUBFLOOR P IP�o�Ef kY0 Ira I ( i I n (I I I ` ��G, o� (4)1-3/4X9-1R ML GIRDER ( y I ( ( * 9' � ' I '' {'f��• � w DRAWN BY: MH p �1 I I ` � � I � sr.•Aw vtrw000 � � „'•, '� Ll1 l ssATwnG { Z _� 10"CONC.WALL e. e,, 1 1 SI 1' 1� 1I �I �O00RO° 72�N �� 2/42016 DAMPPROOF 4"STEEL FE 10 N ; COLUMN V.- I I I y ( I I I SCALE: SEE PLAN o.. HODS 11' (LIP I fl is U - 1 '• IID STAINI£SSSlEE1 :•: :: I ( ti I I � �Ya��w, 4"CONC.SLAB tR�,DtERt•wD 14EM SHEET NO: •;� •'. 3-2X9 DFA]51UD'i CONNECTED is 1DGETIIER WIrH STAINLFSS SIEfL • D o.••�.d • •v,••�.d p' •Y' p.•'�.d 0 ANDrxnsaz•-0'oc — – – � oR GuwxaEO Bars w/waysAs A♦e•vr, e•v♦• ..v� O•vO • ��v� a v� 20"X10"CONC. FTG. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (3) #5 REBAR 36"X36"X12"CONC.FTG. AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) (3) #5 REBAR E.W. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' E V[^_T I O N _ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE.AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. i( SCALE �/�Il = t 0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Design Services KING STUDS www.mchdes'Ignservices.com RAFTER WALL STUD phone: ENDWALL CRIPPLE STUD BOTTOM PLATE (631)298-2250 e RIDGE BATHTUB HEADER DOUBLE JOIST LEDGER email: michael@mchdesignservices.co SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1!4"x12"20ga-STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1!4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD LOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUDTHROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR ! ■ ' METAL STRAP LCRICKET AT TOP-SIDE OF VENTILATION CHANNEL W RIM BOARD CHIMNEY RAFTER AS REQUIRED MAINTAIN MAI TA-IN c SILL PLATE(S) WALL SHEATHING RAFTERS VENTILATION — • WOOD JOIST SIDEWALL FLASHING FOUNDATION - TOP PLATE BLOCKING BLOCKING - - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48 OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA - - GUTTER O BETWEEN WALL FINISH AND FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD 0NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0'O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 4"-8' LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS , CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS ; PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH FLASHING TO FORM CHANNEL OPENINGS OF 4 INCH IN DIMENSION. ^ INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE {� 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" ACTION O.C. / ``�% CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O O 14"-16" LSTA36 1-114"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL t ON ALL OPENINGS ,��,' KEEP ROOFING NAILS OUT OF(LASHING 2ND.FLOOR WALL uu ROOFING LAPS BASE ^ H ' FLASHING 4 INCHES \ BASE FLASHING WRAPS CORNERS, RAFTER O RIDGE CAP OF SAME t� \\\ \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O C� SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE " 'J SIDE WALL FLASHINGS GIRD 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOODODJo OIST ^ ��L�I• O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS 1 FTI INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND `•/ w 4"-8" LSTA36 1-1/4"x36'18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0 1 V FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. MM INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE �, 8"-16" MSTA48 1-1 14"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE W L ' IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS O \, V DBL.SILL PLATE I L v TERMITE SHIELD SU15FLOOR SILL GASKET WOOD JOISTS \ ' NEOPRENE TYP.CONC.FOUNDATION A 6 MIL.P LAB 1 "` 2x6/2x8 CONTINUOUS WOOD PLATE O C GASKET DAMPPROOF EXTERIOR 6 MIL.POLY ° V, , � I BOLTED To STEEL BEAM WITH V GRANULAR FILL ` i I 1/2"DIA. BOLTS•48"o.c.STAG. 6MIL POLY ON EXTERIOR V STEEL COLUMN q v _ .n ROOF JACK ` TEL BEM CONC.SLAB 4 As' )% - `� 4"x 1/4"x 8"STEEL COMPACT FILL `ROOFING LAPS TOP AND BOTTOM PLATE � ' PLASHING AT % WITH 1/2"x 6"ANCHOR BOLT KErWAY FOOTING ! e n ° [.q 4 A G CONIC.FTG. q Q q o" USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� 1/2"GROUT _ o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) `, 3"STEEL COLUMN REINFORCING BAR FOUNDATION5/8"DIA.ANCHOR BOL I i �— ANCHOR BOLT CONNECTION ( 10 KIPS ° TRAIN TILE C7 SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL BOTTOM BEARING= WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION / WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL i r SUBFLO 8/1 CONC.SLAB GARAGE I DOOR FRAME O r6X6 10/10 COMPACTNFILLI DOOR I USE 2X8 �P DeR/(-O� DRAWN BY: MH FOR BLOCKOUT 6 E3 A }�' 0rk fi .' 4" SLAB P.T.PLATE W/bXb WMM SLOPE .ti 4"DRIVEWAY—p. NOTCH JOIST AND ADJUST HEI r LLJ /�O i1 G V 1/2"AIR AGE �` < 1 • °L R 1/2p • • (WITH A NAILING PLATE IF NEE I + :'T, j W `t 9 AT END AND e` •• n. r� •'•• TO BE APROX.1/2"OR HIGHER T a DES OF WOOD ' D 'n" O •. STEEL BEAM TO ALLOW FOR SHRIN C 1 GRADE G O• ,• (PROVIDE STRAPPING TO KEEP JOISTS cW w- 6X6W.W.M. a —,— �°e o o 'o _ 72�° SCALE: SEE PLAN 12" Ft P > C • /1 q /1•q /., ° \�NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM I p ° • e "•o MIN. :d% ° NOTCH EQUALS 1/4 DEPTH OF BEAM �F �� REINFORCING BAR ,c "• REINFORCING BAR o°, n a p•e•o �o• ° —I I TO ES 1 DRAIN TILE SHEET METAL/30x FELT UNDER BEAM AT POINT • ��, p•a p• STEEL BEAM 12* OF CONTACT WITH CONCRETE OR CONC.BLOCK 3" TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) SHEET N O■ REINFORCE FOOTING WITH(2)-4 REINFORCING BARS. 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET r- M C H NERAL NOTE5 WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS: Design Services GE1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTIO NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT www.mchdesignservices.com 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION phone: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACHTOE-NAIL631 298-2250 for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMONJOIST g y P g g p P PRESCRIPTIVE AS PER N.Y,S, RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SEG HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL email: sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPE AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES michael@mchdesignservices.corn OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES fsAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE W INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r r\ attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS 1 such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGE NAIL ...+`J in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PIER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PIER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BASED ON 2010 NYSECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the approprial PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST,BAND JOIS 2-16d COMMO length adjustment factors in table 3.16. FOOT SEE NOTE:1, END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINIC LINE TERMITE DECAY DESIGN UNDERLAYMEN1 HAZARDS A Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED J 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES ��"' 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - r+P4 20 LBS. 120 B SEVERE 3 FT. 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE TO HEAVY MODERATE •-�-1 p� �-+ concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE i� P SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 TO JOIST END NAIL @ @ CATHEDRAL CEILING ASSEMBLY:. W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9). BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELD Zto be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS18d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to at provided with a minimum .ox24"access opening.Install onef area. attached with the above requirements. TO BEAM JOIST ON LEDGER 3-16d COMMON JOIST NAIL NOTES C^ Z 8x16 cast iron foundation vent for every 150 sq.ft.oPER TOE 7).Dampproofexterioroffoundationwithbituminouscoatingasper DECK AND COVERED PORCH NOTES: 3-8d COMMON H TO BEAM PER NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ,:� aJ the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMONQ 9 O g p P 9� g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 P 2-16d COMMO r , Girders on concrete iers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 V P g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. L U 1).All framing techniques and methods as prescriptive design of current SBC High Win ).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL ' /rte �1^ 0 Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY• SPACING 3),Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For g g framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d AS PER TABLE 3. O 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIAT NOTES N 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTIO Qom, SPACING SEE NOTES:1,3 BOTH FIELDS) CLI 9 9 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER O openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIEL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL gd COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush teams/headers to be installed with heavy duty galvinized hangers and PLUMBING NOTES PANELS WFCM-SBC be used. anchors wh6e applicable to all connecting joists. 7/16"OSB 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double p floor joists under walls that run parallel to the floor joist and under bathtu 6)•All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 Floors to hoe ceramic tile installed shall be verified for proper load capacity unless not Qonstruction Code. GYPSUM 5d COOLER 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Providiblocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all baring walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qom, SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provid insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. 1"OR LESS 8d COMMON 12"O.C.FIEL HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unfe;otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exrior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED DRAWN BY: M H 10.Utss otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. eq HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) adherwith PL400 adhesive and screwed to floorjoists.Finished floor to be installed equipment supplier. over Pfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. OF N ).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. PC F�r 11 .bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a is nailed 3"on-center at the panel edge to obtain higher COAFF y0 3/8/2016 ontractor and owner for final review and approval. P 9 9 F, R,f.. �J ceill and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and t1¢ Q� pn to V regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding r F such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls const "- - 3 SCALE: SEE PLAN 121 roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. usingparallel rows of studs or staggered studs. r^ i�,ts�.�,�,� aired equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected P gg N •�"} 6.1 toiown type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted . P 2).At all interconnections between concealed vertical and horizontal spaces such as occur at so 2 Arlt to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. �,p o• 7 25U X11 sill plates and wood in contact with concrete to be pressure treated.Sill plates t 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 itafled with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. FSSI SHEET N O. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. J 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. 31! i y �._- M C H Desion Services m hd.clone-rvl -c m phone: (631)298-2250 email. un 1111 ; michael@mchdeslgnservices.com uu uu uu uu i 1111 HALL 1111 1111 1111 i 1111 STORAGE 1111 FINISHED CEILING nu nu un nn nu A uu uu LINEN 1-4 P4 O uu u11 nn 11❑ 1111 CLEAR - 1111 111 OPENING uu u11 a Int nu nu nn nu w1 � O un un P20L HOUSE 1111 V V 1 G 1111 1111 1111 1111 ,111 N Ln - 1111 1111 1111 1111 - QO V 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 � 1111 1111 1111 1111 1111 "" 1111 1111 STORAGE -- 1111 1111 nn nu FINISHED CEILING nu uu nu uu Itll 1111 DRAWN BY: MH 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 ` 7/16/2017 1111 1111 1111 1111 II11 1111 SCALE: SEE PLAN D FOOL HOUSE �' JUL 2 0 2017 SHEET NO: SCALE: 1/4" = 1'-0" BUMDINGDEM TOWN OF SOUTHOLD Lf 1DIS ng 1