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Town of Southold 3/12/2015 C P.O. Box 1179 53095 Main Rd Southold, New York 11971 ''�, �t11 � •l�bdR �`r CERTIFICATE OF OCCUPANCY No: 37470 Date: 3/12/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4745 Elijahs Lane, Mattituck, SCTM #: 473889 Sec/Block/Lot: 100.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/4/2009 pursuant to which Building Permit No. 37865 dated 3/14/2013 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: covered porch addition and alterations to an existing one family dwelling as applied for per ZBA #6327, dated 11/12/2009. The certificate is issued to Jonathan & Jennifer Shipman (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2/26/2015 37865 3/10/2015 Zee's Plumbing Auth ' ed gnatu t=} TOWN OF SOUTHOLD 41 �01g�fFU(��, ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE o6-IjIt SOUTHOLD, NY A;. 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 #: 37865 Date: 3/14/2013 Permission is hereby granted to: JONATHAN & JENNIFER SHIPMAN P.O. BOX 1475 MATTITUCK, NY 11952 To: ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 34771 At premises located at: 4745 ELIJAHS LA MATTITUCK SCTM # 473889 Sec/Block/Lot # 100.4-11 Pursuant to application dated 6/4/2009 To expire on 9/14/2014. Fees: and approved by the Building Inspector. PERMIT RENEWAL $193.20 CO - ALTERATION TO DWELLING $50.00 Total: $243.20 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34771 Z Date JUNE 12, 2009 Permission is hereby granted to: JON SHIPMAN 6685 ELIJAH'S LANE CUTCHOGUE,NY 11935 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4745 ELIJAHS LA MATTITUCK County Tax Map No. 473889 Section 100 Block 0004 Lot No. 011 pursuant to application dated JUNE 4, 2009 and approved by the Building Inspector to expire on DECEMBER 12, 2010. Fee $ 386.40 Authorized Signature ORIGINAL Rev. 5/8/02 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(W-town.Southold. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jonathan Shipman Address: 4745 Elijahs Lane City: Mattituck St: New York Zip: 11952 Building Permit #: 37865 Section: 100 Block: 4 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT' DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat OIL Duplec Recpt 34 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO Detectors 1 Sub Panel 1 A/C Blower 1 Range Recpt Elec Fluorescent Fixture Pumps Transformer AppliancesF34 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4- Paddle Fans, 2- Exhaust Fans, 1- Hydromassage Tub, New 200A Main Panel, 1- Pro -Trans Transfer Switch Notes: Inspector Signature: Date: March 10, 2015 Electrical Compliance Form.xls Town Hall Annex 54375 Mein Road P.O. Box 1179 Soul old, New York 1197140959 BLTIWINQ DWART OM TOWN OF SOLTMOLD CERTIFICATION Date: d, Building Permit No. 3 O b S Owner: JOil cf h ap, ia (Please print) Plumber: >' Z e �'S 1 �14 H c.1 l L (Please print) Telepi; cw (63 0 765-1 902_ Fax (631) 76$4502 I certify that the solder used in the water supply- system contains le ss.than 2110 of 1 lead. bens Sign�lvre) Sworn to before me -this G `�" 0 day off�b,-061_ — 201 _ LINDA B.SCHQLL Notary Public, Sv *9 of NewYark No. 30-4858259 Qualified in Suffolk County eJI Commission Expires May 5. *8..--_. Notary Public, SL; rF y �- K, County J 3�t�zl z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND RAMING STRAPPING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PL13G. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR NTI, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST X, ROUGH PLI3G. FOUNDATION 2ND P<INSULATION FRAMING/ STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: ce�� i - - If 2FAW DATE - 7-/)(-o7- INSPECTOR pF SOUr�ol � o coulm,�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] FOUNDATION 2ND [ FRAMING STRAPPING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PL13G. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: E r DATE r °tr °2 �` ° INSPECTOR ^ Of SOUI'yo • h0 TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION ] FOUNDATION 1 ST FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION n [ ] ROUGH P UMBING [ ] 1 LATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING REMARKS: DATE INSPECTOR rsf s 0 roulov, U4 i TOWN OF SOUTHOLD BUILDINGiElP 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) > t �ELECLTRICAL (FINAL) CODE VIOLATION CAU KING REMARKS: DATE /0 -INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) l ------------------------------------ FOUNDATION (2ND) C z ROUGH FRAMING & PLUMBING s� vI y R © s s n INSULATION PER N. Y. STATE ENERGY CODE y • FINAL r j Ca ADDITIONAL COMMENTS J 0 Z � L x l d FORM NO. I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEI.: 765-1802 Examined .........f(r: .'20. Approved... - - - .�e.�i . © .. Permit No. Disapproved a/c .................................. ....'(V . 14. 11 a ........................... . DFc, CEE WE JUN 4 2009 BLDG. DEPT. TOWN OF SOUTHOLD a. 11iis anolication must be cams ................. (Building Inspector) BOARD Of HEALTH ............... 3 SETS OF PLANS ............... SURVEY ........................ CHECK......................... SEPTIC FORM ................... DEC...................... S TRUSTEE ...................... NOTIFY: CALL .................. APPLICATION FOR BUILDING PERMIT INSTRUCTIONS MAIL TO: .................... ./. Date. .v ...... 20..9 . carol filled in by typewriter or in ink and submitted to the Building Inspector wi 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. the work covered by this application may not be commenced before issuance of Building Penpit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to'the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 canply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in it ing fpr nece!T inspections. .. ........................... (Signature of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, architect, engineer, general contractor, electrician, plumber or buil.dem .................... .r's- C cc�nacn�... ..� .C.�?............................................ . Name of owner of premises Ix. t... ...:� .°m. !(,! c- • - - - .�. pll!'l .� t4% ...................................... (as on the tax roll or latest deed) '411.]L pplicant is a c rporation, signature of duly authorized officer. .�............ . Av'-A ......... .(Name and title of corporate officer) Builders License No. !l. ..4915.97 Plumbers License No . ......................... Electricians License No . ..................... Other Trade's License No . .................... 1. Location of land on which proposed work will be done..... .......k:t .:�. S ........... .....�-%� s ......... �: ;.:s.� ..... �.�....................................... House Number Street Hamlet County County Tax Map No. 1000 Section ..../P.(? ..... Block ............... Lot ...../l......... Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises Jand iip�t^eed use and occupancy of proposed construction: a. Existing use and occupancy .-----'e.�,.0.en•�•FFt.................................................... b. Intended use and occupancy .. -o ! . d. � CSL,. t ..................................................... 3. 14.3Cure of work (check wluidn applicable): New Building .......... Addition .......... Alteration ..... Repair ............ Removal ............. Demolition ............ Other Work .................................. (Description) 4. Estimated Cost .. .r �........ fee .............................................. (to be paid on filing this application) 5. If draelling, nud)er of dwelling units .... a ..... tkuber�o^f dwelling unitsoneach floor ................ If garage, rnurnber of cars .... ....(3:. ........L= C�� O Se CSC 6. If business, commercial or maxed occupancy, specify nature and extent of each type of use ...................... 7, Dimensions of existing structures, if any: Front. .O ......... Rear .O ......_.. Depth .......... / i lleight ...... & ............... Number of Stories ...... 1......... .. Dimensions of same structure with alterations or additions: Front ...sa 0..... .. Rear .......... Depth .......1 8 ......... Height ....../( ........... 1*xtber of Stories ....... I....... 8. Dimensions of entire new construction: Front ..... (_1.0 ....... Rear ......... Depth ... .&....... Height ........�.� r......... Number of Stories ....//.. �. f 9. Size of lot: Front ... 3��........... Rear ........1. U f.... Depth .... .......... U 10. Date of Rirchase .. 1,.L b � . Tl.me of Former (cnuer n.Z.L(Z�O}, ��! 11. Zane or use district in which premises are situated ........................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ....fV Q .......... 13. Will lot be regraded ............... Will excess fill be removed from premises: YES ^� (` 14. Names of Owner of premlisel/s _. ��fi�Y;,,.�:1,../ ti) Y1�1 T41... Address .... /P :?'!�... / \� ........ Roane No. Name of Architect , �\!t! J:-�: _ . l ).q[ !c![ ............... Address .MA. F:�.�ClG :.......... Phone No. Name of Contractor .... r:: -:I f .... I1d .11 AA4 .. ... Ark[ress I U!L.G.� ..................Phone No.��?C...�&�� 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO . X ..... *117 YES, SOLMOD 1C1[,1N MMM -9 PERMIT MAY BE WE JIRCI. PI.O'r DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set -back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. SPKIE or toW YORK n L r .. \t, I� SS COUN[X OI .. ................ ........... '�(.....� 1.111._..... (Name of individual signing contract) -above named °A C .............being duly sworn, deposes anal says that he is Une applicant Ileis the ........ O h Q C.� a.-.................................................................. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performer] Che said work and to make and file this application; that all statements contained in this application are tn)e to the best of his knowledge arid belief; aril that the work will be performed in the mariner set forth in the application filed therewith. Sworn to befoye me this Notary Riblic .7. ... .......... DENISE KING Notary Public, State of New York Registration #01KI6041757 Qualified in Suffolk County My Commission Expires May 15, 2 ......... . . J..i.: t ..... . (Signature of Applicant) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: June 17, 2009 TO: Fred Milner for J & J Shipman 985 White Eagle Dr. Laurel, NY 11948 Please take notice that your application dated June 4, 2009 For a permit for porch addition to a single family dwelling at Location of property: 4745 Elijah's Lane, Mattituck County Tax Map No. 1000 - Section 100 Block 4 Lot 11 Is returned herewith and disapproved on the following grounds: The construction of a porch addition on a non -conforming 43,500 sq. ft. parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards forrganting of a building permit for the principal buildings of lots which are recognized zed by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring between 40,000 & 59,999 shall have a minimum front yard setback of 50 feet. The proposed survey, indicated a front yard setback of 42.2'. Authorized Signature Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork, net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765.1809 Fax (631) 765.9064 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 12, 2009 ZBA # 6327 JON and JENNIFER SHIPMAN Property Location: 4745 Elijah's Lane, Mattituck; CTM 1000-100-4-11. R LNCOV:l E E 7 2009 BLDG. DEPT. TOWN OF SOUTHOLD SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE REERRAL FOR LOCAL DETERMINATION: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. PROPERTYFACTS/DESCRIPTION: This parcel is nonconforming with a size of +/- 43,500 square feet, and improved with a 1700+ square foot, one-story single family dwelling. The 60.4 foot [length] x 28 foot [width] building is currently 50.2 feet from the front lot line along Elijah's Lane. BASIS OF APPLICATION: Request for a Variance under Section 280-124 based on the Building Inspector's June 17, 2009 Notice of Disapproval concerning a front porch addition onto'. the applicants' existing single-family dwelling. The applicant's building permit application was disapproved under Town Code Article XXIII Section 280-124 which requires that lots measuring between 40,000 and 59,999 square feet shall have a minimum front yard setback of 50 feet. The porch addition, after the completion of construction,' -Would have a front yard setback of 42.2 feet. LWRP/EXEMPT: This application is exempt from review under Town Code LWRP Chapter 268.! FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 29, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Page 2 — November 12, 2009 6327 - JON and JENNIFER SHIPMAN Property Location: 4745 Elijah's Lane, Mattituck CTM 1000-100-4-11 Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants request an area variance in order to construct a front porch to their single family dwelling. Based upon information provided on the applicant's site plan drawn by MCH Design Services, and dated June 2, 2009, the porch is proposed with 29.1 feet in length and an 8 foot depth across the front yard. The proposed new setback would be 42.2 feet from the front property line along Elijah's Lane. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: r; 1. Town Law §267-b(3)(b)(3)0 ). Grant of the variance will not produce an undesirable change in th6 character of the neighborhood or a detriment to nearby properties. The single family dwelling on this property was built in 1979. The building is located in a sparsely settled area of an Agricultural District. There are no buildings visible in either direction, located on the farm land directly across the road from the applicant. The applicant's rd.ar yard is adjacent to open farm land. The applicant has two neighbors located directly north along Elijah's Lane, and one neighbor located to the south. No opposition tc` the applicant's proposed front porch has been expressed to this Board by any of the neighbors. t 2. Town Lave 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling presently has a front yard setback of 50 feet, and therefore the applicant can not physically add a front porch with securing a variance. 3. Town Law 4267-b(3)(b)(3). The variance requested herein is not substantial. The approximate -.16% reduction in the front yard setback from 50.2 feet to 42.2 feet as requested by_the applicant, in order to have a porch, is deemed by this Board to be not substantial enough to deny the application. 4. Town Law 4267-b(3)(b)(5). The difficulty has not been self created. The single- family dwelling on this property was built under Building Permit #10270-Z issued June 19, 1979. The applicant bought the property in April 2009. 5. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a front porch at less than the code -required setback, white preserving and protecting the character of the neighborhood and the health, safety _and welfare of the community. :-, RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, se'donded by Chairman Goehringer, and duly carried, to 3�: Page 3 — November 12, 2009 6327 - JON and JENNIFER SHIPMAN Property Location: 4745 Elijah's Lane, Mattituck CTM 1000-100-4-11 GRANT the variance as applied for, and as a based upon the site plan map dated June 2, 2009. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that,", may violate the Zoning Code, other than such uses, setbacks and other features as ace expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the `'Board: Ayes: Members Goehrin mon, e' and Schneider. Member Horning was absent. This Resolutio as duly�a pt (4-0). gerW. Goehringer, Chain roved for Filing 11//6 0SWR4'Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM )PROPERTY LOCATION: s.C.T.M.THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A co© .1. STORM -WATER GRADING'DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESsIeNAt Itu TUC Item Number. (NOTE: A Check Mark (4) for each Question Is Required for a Complete Application) — Yes No ----------------------------------------------------- Will this Project Retain All Storm -Water Run -Off Generated by a Two (2") Inch Rainfall on Site? (This Item will include all run-off treated by site clearing and/or construction activities as well as all Site t=- F-1 Improvements and the permanent creation.of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface r JL WaterFlowt 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within Parcel? ❑ any 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand / I a (5,000) Square Feet of Ground Surface? _ 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees / jurisdiction or within One Hundred (100') feet of a Wetland or Beach? fir' 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped toDirect Storm -Water Run -Off into and/or in the direction of a Town right=of--way? � f q F i til , A A m _ t� _ 8 Will this Project Require the Placement of Material; Removal of Vegetation and/or the Construction of Item Within the Town Right -of -Way or Road Shoulder Area? ✓any F-1 ✓_ (This item Will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Markin the Box, a Storm -Water, Grading, -- Drainage & Erosion Control Pian is. Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl —------------------------------------------------- --- EXEMPTION' Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm -Water, Grading, Drainage &Erosion Control Plan is NOT Required! ---------------------------- STATE OF NEW YORK, 5'.0S (! CO-UNTY OF......5'.0 1,#.c;?.�l........... SS That I, ... A -D....... �r.'.t ., being duly sworn, deposes and says that he/she is the applicant for Pennit, (Name of individual signing Document) And that he/she is the........Y1.'�..��...............'....: (Owner, Contractor, Agent: Corporate Officer, etc.) Owner and/or representative of the Owner of 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 herewith. Sworn to befor me this; .............................................. day of ........... ........ , 2 ._ J . Notary Public: ... L .�.���J'� .. `- �1.�VKI TOTH Notary'Pgblic--Stater of -New -York ........ .............. . ................................. No. 01` O-6190696 - (Sig lure of Applicant) FORM - 06/07 Commission Expires July 28, 2 Town Hall Annex .54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Telephone (631) 765-1802 roger. richert(CROX Wnlsout�ho�d. ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: Date: _�, car, �. , y) � ..) ✓y.,n �n a rn yIr 63/ oZ 9� ol./7S 1000 Section: ( Block: Lot: f *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase 3Phase *New Service- -'Re=connect Under zltto Additional Info rr--`� u eA 1 2015 82 -Request for Irjspection F YES / NO Rough In YES / NO Final 100 150 200 300 350 400 Other rN d Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATIONel TOWN OF SOUTHOLD PROPERTY C ORD CARD OWNER STREET VILLAGE DIST. SUB. LOT He FORMER OWNER N (), Pei ko s k E,. Ear Ir, 's t a H e. ACR. 1,00 S W r eeY ka �t TYPE OF BUILDING ES. 2�0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS /0-? is Z Al P1 of 6004--- Ilable FRONTAGE ON WATER 'oodland FRONTAGE ON ROAD eadowland DEPTH cruse Piot BULKHEAD >to l COLOR 1- r M. Bldg- 3 Extension Extension Extension k" Foundation Bath Dinette Porch Basement Floors 0a k K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof lRooms 1st Floor R. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total - ...xr Southold Town Building Department P.O. Box 1179 r Permit #: 34771 54375 Main Road Southold, New York 11971 (631 765-1802 Permit Date: 6/12/2009 #a` ; ' Expiration Date: 12/12/2010 Parcel ID: 100.4-11 BUILDING PERMIT RENEWAL LETTER Dated: 3/11/2013 Applicant: JONATHAN & JENNIFER SHIPMAN Location: 4745 ELIJAHS LA MATTITUCK Work Description: ALTERATION ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR A FEE OF $243.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JONATHAN & JENNIFER SHIPMAN Address: P.O. BOX 1475 MATTITUCK, NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 21 1 -2-) \ 5-- '15 i FEB ; 2 2,15 r-.J�- Tor-z�� - f 2.2'd 2OS6S9L:01 9LZ2-862-TZ9 3381 N3OdWdHS:WOdJ tiV:80 ST02-2T-83d Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 February 25, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jonathan & Jennifer Shipman P.O. Box 1475 Mattituck, New York 11952 RE: 4745 Elijahs Lane TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. XPlumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 795-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 37865-Z Alterations Telephone (631) 765-1802 Fax (631) 765-9502 WGi g OC / popooM -64 O.Yoe WO uado papooM -Aj196' 2v 0�e� \may oz oh;2 �noN O�u SURVEY OF PROPERTY 51TUATE: HATTITUCK TOWN: 5OUTHOLD 5UFFOLK COMM W SURVEYED 04-15-200ci a)FFOLK COUNTY TAX # 1000 -100 -4 -II � IUI° I III' II'' Inti i iii JONATHAN SHIPMAN & JENNIFER . SHIPMAN )PBCONIC ABSTRACT BREGEHAMPTON NAT10NAL BANK 0 0 o� o� o� NOTES: ■ MONUMENT FOUND 0 PIPE FOUND A STAKE 5ET Area = 45560 5. F. Area = 1.0000 Acres GRAPHIC, 50ALE I"= 40' OF` o�' 0( � o OC2 \ or, voloO ly, \tir e P`o Wooded `Hooded open ,� 11 Design Services LAND NOW OR FORMERLY OF: FELIX DEERKOSKI t TOWN OF SOUTHOLD www.mchdesignserAceS�m N u•2'40" w 150.00' phone:(631) 295-2250 e-mail: michad@mchdesignservices.wrn . z O F�1 V Z LLJ W w w PROPERTY: 59,540 SO_ FT. LAND NOW OR FORMERLY OF: FELIX DEERKOSNQ E Cl TOWN OF S011fHOLD EXISTING HOUSE: 1611.2 SO. FT. n, V � 3i LAND NOW OR FORMERLY OF: EXISTING SOLAR PANELS: 36 SO. FT. DENNIS DEERKOSIQ E y � + + PROPOSED PORCH: 234.4 SQ. FT. ABERSMITH L. DEEId(OSKI TOTAL LOT COVERAGE: 3.4% Q Z URI a tR>r1 w SOLAR PANELS 0 42.2' » EXISTING 1 STORY FRAMED HOUSE 0 M10POSED DRIVEWAY 40.4' 47.5' 9.0' PROPOSED 2 COVERED PORCH I 51.7' PROF 42-1, DRYWELLFOR SIDEWALK PROPOSED PORCH i 1 sHRuss PER OWNER Ln C4 iEX DRIVEWAY TOO BE r00VED i i� DRAWN BY: MH S 26'2'40" E 150.00' June 02, 2009 SCALE: 1 — 30 ELOdAHOS LANE �. SHEET NO SITE PLAN w SCALE: 1" = 30'-0' ,.oA z ❑ .j 9 r EAST ELEVATION SOUTH ELEVATION N NORTH ELEVATION SCALE: 1/4" = 1'-0" N N i N 1011-2 12 Design Services www.mchdesignservicas.com phone: (631)298-2250 e-mail: michad@mchdesignservices.com DRAWN BY: MH June 02, 2009 SCALE: 1/4" = V-0" SHEET NO Ao29= EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0' S N PROJECT NORTH E EX. BEDROOM 40 0 Ft. 0:: , LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOKO SELF -COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING `N ' (2 SCREWS 0 32" O.C.) 10" DIA. CONCRETE PIER , o � w/ 2 X2 Xi CONC. FTG. � (MIN. X BELOW GRADE) i ON UNDISTURBED SOIL A W/x5 RE -BAR (VERICAL) TO POST / ANCHOR ABOVE (3) 2X9 ACID GIRDER i LZ �� (3) 2X9 ACID GIRDER i i (3) 2X9 ACQ GIRDER I I I 1 � I I I I I _ t_______________________�___ _{--_____-_________--_4-- __{______________-____t__ __ 18" 10'-03/4" _ 91-0" 8'-7Y4" "L ENTRY 4'-23/4' M C H Design Services www.mchdesionservices.com phone: (631) 298-2250 e-mail: michael@mchdesignservices.com Z O D w VolO CLO O a a x O� � � II / 1 � �'___.'�� I 1 DRAWN BY: MH I I II I IQ IIW I I� ' 'W rA I I-. 00 I ' FLOOR PLAN " I I� I I, SCALE: 1/4" = 1'-0' 10" DIA. F.G. COLUI ------(----- HEADER --------- ------ (2)2X10 HEADER------ ------(2) 2X10 HEADER ---- A une 02, 2009 SCALE: 1/4" = 1'-0111 SHEET NOI eE PROJECT NORTH - 29'-01/2" 4'-23/4" ° L -%J WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWINCa OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. 4" DIA. MAXIMUM STAIR RAILING 1-1/2" SPACE MINIMUM HANDRAILS T-11 -1 MLIISTERS OP184 BALUSTER ATTAC44M TO WALL HANDRAIL CONNECTION ALL HAIDRAIIS SHALL BE ODf nNUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SWILL NOT BE LESS THAN 1-1/4' NOR MORE THAN Y IN CROSS SECTIONAL DIMENSION, OR THE SWIPE SHALL PROVIDE M EQUIVALENT GRIPMIG SURFACE 4" DL 4- MAX. DECK/PORCI-I RAILING CEILING JOIST TO BLDG. CONNECTION LEDGER TO SE CONNECTED TO BLDG. LSM l/Y DIA. IOL.TS 016ROC WITH WASIM RASHING TUCG D UNDER TOP PECP OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING DELOW 1/Y DIA. LAG DOLTS W/ WASHERS CONNECTED TO BLDG. @IV OC FLOOR PRAMING A 2x ]OUSTS DL.O aNGa FOR ]DIST HANGER LAG DOLTS % . RIM JOIST / DD. 0. DECK/PORCH LEDGER CONNECTION RIDGE RIDGE -TO -RAFTER CONNECTION ILOCATIONJUSPNUMSERI DeXRW ON I APPLICATION ROOF LSTA24 1-1/4x24" 20p. STRAP APPLY OVER RIDGE M EACH RAFM TOP MATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESC.RIPRON 1APPLICATION 4" - P RAFTER RT10 10-3/4" x 1B¢ TYOOWN ANCHOR OONP �TO S" -12" RAFTER RTW ECT 21-1/0" x 201m. TYDOWN ANCHOR COM RAF TO FA(OH RAFTER SPLICED JOISTS OVER HEADER/GIRDER WOOD JOIST GIRDERMEADER WOOD JOIST RT10 FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECrID TO A RUSH HEADER TO BE SUPPORTED WITH THE PROPER STS CONNECTOR. IF ASLE, SET FIR JOISTS APROX.1/4- HIGHER THAN LVL HEADERS TO ALLOW FOR SHRIICAGE. WOOD JOIST BLOCKING . �e.e,Zc?rTr; tr SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCIGNG BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT10 TYDOWN ANCHORS RAFTER -TO -LEDGER CONNECTION LMGBR TO BE CONNECTED TO BLDG. USING UrDIA BOLTS 9IPOC WITH WASHERS jwmsmjUSPmJmmERI DESCUPTION I APPLICATION 2x6-20 I LS26 1SOi. %M HANGER Y TO EACH RAFTM / LEDGER 2X10 I LS210 1DOa. SLOPE WINGER Y TO EACH RWM / UIDGER 1 W LOCATION USP NUOIER DESCRIPTION APPLICATION RAFTER/PATE RTiS TYDOWN ANCHOR CONNECT FACH HOLLOW COLUMN SIM PSON STRRl/2 H.C. ANCHOR APPLY TO EACH COLUMN RAFTER TO PATE PLATEfWALL SPTH4 STUD PATE ANCHOR CONNECT OVEI PLATM TO FACT STUD POST-TO-GIRDERMEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION SOLID COLUMN PBSM / PS"/ KC44 POST CAP ANCHOR AMY TO EACH COLUMN SOLID COLUMN MSK / PSSEii / KCii POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIM PSON STRRl/2 H.C. ANCHOR APPLY TO EACH COLUMN lJotIBLE zx 1 (MINIMUM) FOR HEADER OR BEAM I ROD I MR STU n1READED ROD C NW COUPLER NUT MINIMUM 0 DISTANCE .. HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MMRIFACTURPS RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION JUSP NUPMER1 DESCORWnON I APPLICATION ALL OM3UNGS LSTA12 j1-I/4-xl2-20p.ST1UkPj APPLY TO EACH AM STUD ALL OPBItNGS OR 917 TlDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD RIMIDECK POST -TO -DECK CONNECTION USE MIN. (2) 1/2- DTA. GALV. DOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDERMEADER CONNECTION USE MIN. (2)1/2- DIA. GALV. DOLTS WITH WASHERS AND NUTS CONCRE HEADER/GIRDER-TO-POST CONNECTION LOCATIONLISP HUMMER DESCRIPTION APPLICATION (2) SEAMS PAU44 OR WE44 POST / S5M1 ANCHOR APPLY TO EACH PIER (3) DFAMS PALM OR WBifr POST / SEAM ANCHOR APPLY TO EACH PIER 1 12-x17k1r CONCRETE FOOTIN DECK POST FTG. CONNECTION ILOCATION1 USP NUMBER DESCRTLe171ON APPLiCATION 04 POST PALl" OR WE44 POST / TEAM ANCHOR V TO EACH FOOTING ii GM POST PAUOR WEii POST / BEAM ANCHOR APPLY TO FACT FOOTING CLIMATIC & GEOGRAPHIC DESIGN C.RITFRIA GROUIO VIVID SEUM NAI- FIRM OTY. JOINT DESCRIPTION OTY.kVw-CM WRITER ICESHELD FLOOD SNOW SPEED DESIGN WEATHERING LIE TERMITE DECAY DESIGN UDDERLA TOE -NAIL LOAD (MPH) CATEGORY NAIL DEPTH AS PER TABLE 3.7 EACH TEM'. REQURlD WFCM - SBC 46 LBS. 120 B SEVERE 3 FT. I MTOJDERATE SLIGHT TO 11 NONE - COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER HEAVY MODERATE NAIL BLOCKING 2 - Bd COMMON DECK AND COVERED PORCH NOTES: 1). Unless adwrwlos noted. a1 craning material Is Yelt1 ACO Measure busied Imber. AN faabrwM her*= and anchors to be OaWirrlaed or olai low sbN. 2) Grdem for dock oft le be Yelled or anchored is each Mad or Pier with washers and redo. GHrdas on sencrob Piss ahol M andwred wNh pi"m aNel conneclors aralrered Into corrals with a minium 1/2- dim x 7" anchor bet with washers aril m a. UP syprti g Orders shM be anchord w a mirrrmm 24-x24-x1Y thick csnrNs feeling. Use a n**num IIP' dis x 7• lay anchor Yak wih wasimm and mle. Fodrys Shell be 3 R brow grade. 4). Dock Oft r have MockkV at B'0 ox - 5). Flashing 00 be rrohDed between the Wilding and ledger. Lapping by Me shoolhig and wer the lever. Lodger to be fastened w YuN/n0 wNh 1/Y do. bow with washers and nuts at 1B' o.c. 0). Cerwe4 Piers drall be a nririrean r above Orale. 7). AN joists, to be wipported with hangars and arxiwm Each Joist suet also be anchored Covered Roofs shit be assernbled and anchored the same ffmww as a typical braldeg. All metal eennecYerw and fasleners In d rect eeraect wily ACO stall have On Proper lack" coating from on nwwfadm. NAILING SCHEDULE OF SHEATF IN NAI- NAIL OTY. JOINT DESCRIPTION OTY.kVw-CM SPACING NOTES STRUCTURAL PANEL AdPER TABLE 3.0 TOE NAIL TOP MATE - SSC RAFTER ROOF FRAMING - JOINT DESCRIPTION NIL NAIL NOTES NAIL OTY. SrNAIL RAFTER TO r WALL: 3Jd COMMON EACH TOE NAIL TOP MATE I& WALL: 4 -Ad COMMON RAFTER SILL, TOP PLATE OR GIRDER CEILING JOIST V WALL: 3-41d COMMON EACH TOE -NAIL TOP MATE 10' WALL: 4-Ild COMMON JOIST NAIL CESJNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SSC END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO RAFTER 2 -1Bd COMMON END NAIL RIM BOARD 2 -1G COMMON EACH END TO RAFTER END END NAIL WALL FRAMING - JOINT DESCRIPTION NAIL NAIL NOTES NAIL OTY. SPACING TOP PLATE TO -1Sd COMMON FACE NAIL TOP PLATE2 PER FOOT SILL, TOP PLATE OR GIRDER TOP PLATES AT 4 -1 W COMMON JOINTS FACE INTERSECTIONS EACH E.A. SIDE NAIL STUD TO 2 166 COMMON 24- FACE STUD EACH O.C. NAIL HEADER TO 16d COMMON IV O.C. FACE HEADER TOE ALONG EDGES NAIL TOP OR BOTTOM 2 - lid COMMON PER 2x4 STUD END PLATE TO STUD 3 -1Bd COMMON PER Zai STUD NAIL BOTTOM PLATE TO: NAIL JOIST ON LEDGER 3-9d FLOOR JOIST, BAND JOIST. 2 -1Bd COMMON FOOT FACE NAIL END JOIST OR SLOCOGNG NAIL BAND JOIST 3 - iq DECK FRAMING: JOINT DESCRIPTION NAIL NOTES CITY SPACING JOIST TO: 4 - td COMMON PER TOE SILL, TOP PLATE OR GIRDER JOICT NAIL BRIDGING 2 - M COMMON EACH TOE TO JOIST Z�� END NAIL BLOCKING 2 -Bed COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP MATE 3 -16d COMMON BLOCK NAIL LEDGER STRIP 3 -Rid COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3-9d PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - iq END TO JOIST BAND JOIST TO: 2 -1 id COMMON SILL OR TOP MATE M C H Design Services www.mchdesignservices.com phone: (631) 298-2250 michael@mdIdesignservices.Hbm w V z pas -4P4 WS Z�� a x DRAWN BY: MH une 02, 2009 SCALE: 1/4" = 11-0" SHEET NO A-5 GENERAL NOTES WIND FRAMING NOTES NAIL 1). RIDGE -TO -RAFTER ASSEMBLY: QTY. 1-1 /4" x 90 gauge strap shalt be attached to each pale of ratters in accordance to two 3.4. SPACING When a color tis Is used In leu of a ridge strap, the number of 10d common nails required In each, Ma of to collar tie need not exceed the tabulated number of Ild nada in the strap. 2). RAFTER -TO -WALL ASSEMBLY: CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design Intent and framing details. They we 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 for generally accepted good budding practice and compliance with current New York accordance to table 3.3. When a ratter or truss do not fad In line with studs below, rafters State building codes. The General Contractor Is responsible for providing standard or tosses shall be attached to the wall top plate and the wad top plate shall be attached to construction details and procedures to ensure a professionally finished. structurally the to the wall stud with uplift connections. Roofs overtmVing the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connection in accordance with table 3.3c. 2). The General Contractor Is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wal studs above and spuds below a floor level shad be attached with uplift connections in These cordes are to be consklered as part of the specifications for this building and accordance with table 3.3b. When wad studs above do not fail In line with studs below, the should be adhered to even 9 I variance with the plan. studs shall be attached to a common member In the floor assembly with uplift oonnectors In PARALLEL RAFTER accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. NAIL (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: EACH First wad studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shad haw a minimum embedment of 7 Inerts In comets responsibility for construction coordinating with these plats, car responsibility for foundation o hutm In ryy ck floundallons, or looped undo construction means, methods, techniques, sequences, or procedures, or for safety tech blo sleet skapc are lapped plate and Walled accordance with troll 3.3b. the precautions and programs in connection with the work. Then are no warranties for a bottom plate, 3 Inch square washes shall be used with the anchor bolts. Arnchor bolt specific use expressed or Implied In the use of these plans. spacing is to be speced and sized In accordance to table 3.2s. In addition to spacing, END anchor bolts are to be spaced between 6.12 Inches from the and of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. comers. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces melte 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: 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 exterior END attached with Id common nals at 6' o.c. at the panel edges and 12" o.c. in the held, and 7). The General Contractor is to con" with the owner for all bult4n items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nalls at 7' o.c, at panel such as bookcases, sheMng, pantry, closets, trims, etc. edges and 10' o.c. in the field shad be in accordance with the length requirements specified TO RAFTER In table 3.15". •). Wind kad requirements shall be taken into account during constriction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shoorwalls shall most the requirements of taws 3.15a -b times the appropriate FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes o ns length edjuatnmerht factors in table 3.16. determine intended heights of Anished Aoor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: 2). All footings o rest on undisturbed (virgin) soil. Allowable skfawall logthe provided In table 3.14 shall be permitted to be Increased when TRUSS DESIGN interior sheatwalls are used. Sheathing and connections shall be In accordaroe with 3). Provide 1/2' eversion Joint netertal between concrete slabs and abuttkg 2.4.4.2 and 2.2.4 respectively. concrete or masonry walk occudrg In exterior or unheated interior areas. i). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4). Any new concrete wads being attached o exiting concrete structure shat Header and/or girder connections shad be attached with upgft connections In accordance with table 3.5. Windowsill plat es / be here steal connectors in accordance with table aha be Installed with #4 re-0ar,1i" long at 12" o.c.. Use approved epoxy for Installation. 3.5. 5). Union otherwise noted, ad slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel AI with 6x6 wise mesh reinforcing. Interior sibs 9). CATHEDRAL CEILING ASSEMBLY. to be minimum 3-1/2 inch thick. AN fill to be compacted to 95% relative density with Where a ridge Is to be used as a structural beam, the rafters stud either be notched and 6' maximum IIRs (layers). anchored on top of the beam or sops connectors shag be attached to each rafter -to -ridge 6j. Crawl spaces to be provided with a minimum 18'h¢4' access opening. Install one along the open calling part of the building. Connections to the ridgs and wall shall be be attached with the above reyulrerrhenhts. 806 cast iron foundation wit for wary 150 sq. 1c of area. DECK AND COVERED PORCH NOTES: i).Dempproofexterior offoundation with WWminouscoetlngasper section R406of 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. N.Y.S. Residential Construction Code. A 6 -mil polyedhyler» film shall be applied over the below grade portion of exterior walls prior to bacidddng. All fasteners, hangers and anchors to be galvintzed or stainless steel. 9). Drainage as per sedan R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be batted to each post with washers and nuts. Girders on conorsto piers shall be anc aced with proper steel connectors anchored 1/2' dila 7' FRAMING NOTES Into concrete with a minimum x tag anchor bolt with washers and nuts. 3� Posts supporting girders shall be andwed to a 12"x12"02" thick concrete footing. 1). AN framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manuel. Use a minimum 1/2" dim x 7' long anchor bolt with washers and nuts. Footings Shall be 3 ft. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grids. Porches with covered roofs shall have 12" dia. concrete piers for to girders. Douglas Fir. 4). Deck joists to have blocking at 910 o.c.. 3). Floors, walk, celkgc 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. Otherwise. Ledger to Bre fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. Bearing wall headers to have (2) jerk studs and (2) full length studs an each side of all 6). Concrete plers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs an each side of openings. Bearing wail window sills shell also have (2) window sill plates for 2x4 wall 7). All jokte 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 Vil. Provide fire o gkder(s). and bkxking where applicable. 5). All flush basmorheaders to be installed with heavy duty gdvinhzed hangers and i). Covered Roofs shell be assembled and anchored the same manner as a typical building. PLUMBING NOTES anchors where applkable to all connecting joists. 6). Double up ikon joists under walk that run parade! to the floor joint and under bathtubs. 1). AN water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to haw ceramic file installed shall be verified for proper oed capacity unless noted Construction Code. on plans. 2). Verify septi: systern with the Engineer for Suffolk County Health DepeMmerht approval. 7). Provide blocking/bridging in foot joists at I1`0 o.c.. Use solid blocking in floor joists under all bossing walls. 3). If well studs, plain or joists are cut out during Installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the i). Provide insulation baffles at saw vents between ratters. Install draft Mocking as state code and manufacture's recommencdatton for maximum hole site and spacing permitted. HVAC SYSTEM NOTES rid. 9). Unless otherwise noted, all roofs and walk to have a minimum 1/2" thick, 4 -ply Fir COX exterior sheathing grads plywood. Plywood o cover over plates and headers. 1). Mechanical subcontractor Is responsible for adheari n9 to all applicable codas and safety rsqulremerhts. 10). Unless otherwise noted use 3/4" thick TGG PTS Fir or Advontech plywood subiloor 2). HVAC subcontractor is to fully coordinate all system dam and roWirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be Installed equipment supplier. over subfloor se per manufacture's instructions. 11). Ail bot hroom walk to have 1/2- thick moihrre-resistant shostroc k. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to tis General callings and over furnace o haus 5/6" thick type -x sheolroc k. AN other parts of building mor and owner for Anal review and approval. ELECTRICAL NOTES: to haw'"regular 1/2' shestrock. AN walls to be taped aid finished. 12). AN roof with a pitch lees than 4:12 shall be installed with an Ice & Water bander or 1) All slecbfcal to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shell be applied with a Fbwgln boas sheet with an EPDM torch down type material over. 2). All electrical work shag be approved by a quaihfied Underwriter. 13). Ad sill plates and wood in contact with concrete to be pressure treated. SB plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be Installed with a foam sig gasket and cop-r4ex termite shield or approved equal. of N.Y.S. Residential ConstrrxUon Cods. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE ►--- ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING ed COOLERS RAFTER TO V WALL 3-1111d COMMON EACH TOE -NAIL TOP PLATE 10' WALL4-W COMMON RAFTER SEE NOTE:1 CEILING JOIST V WALL: 3-fd COMMON EACH TOE -NAIL TO TOP MATE 10' WALL: 4-111d COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SDC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SGC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SDC END NAIL BLOCKING 2 - td COMMON EACH TOE TO RAFTER 3 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER 2 -16d COMMON END NAIL JOINT DESCRIPTION QTyL L NOTES QTY. OTYL. SP ed COOLERS TOP PLATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE 2 - id COMMON FOOT SEE NOTE:1 TOP PLATES AT - 4 16d COMMON JOINTS FACE INTERSECTIONS 2 - id COMMON EA. SIDE NAIL STUD TO 2 -1Gd COMMON 24" FACE STUD 16d COMMON O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER 3 -16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL (FLOOR JOIS0. BOTTOMT RAND OIST,I2 -16d COMMON( PER I FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAISP CIS NOTES QTY. OTYL. GYPSUM ed COOLERS JOIST TO: SILL, TOP PLATE OR GIRDER 4 - 9d COMMON PER JOIST TOE NAIL BRIDGING 2 - id COMMON EACH TOE TO JOIST 7' O.C. EDGE I END NAIL BLOCKING 2 - id COMMON EACH TOE TO JOIST ATTICS w/o STORAGE END NAIL BLOCKING TO: 16d COMMON EACH TOE SILL OR TOP PLATE (LIVE LOADS PSF) BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM 30 JOIST NAIL JOIST ON LEDGER 3 - td COMMON PER TOE TO BEAM D JOIST NAIL BAND JOIST 3 -16d COMMON PER I END TO JOIST NAILING SCHEDULE JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE:1 R OF HEATHIN : JOINT DESCRIPTION NAIMAIL QAL SPACING STRUCTURAL PANEL lit AS PER TABLE 3.8 WFCM - SDC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL STRUCTURAL Ild QTY. SPACING GYPSUM ed COOLERS T O.C. EDGE WALLBOARD id COMMON 10'0.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL QTY. NAL SPACING STRUCTURAL Ild COMMON AS PER TABLE 3.9 PANELS NO CHANGE WFCM - SBC 7/16" OSB id COMMON 3" O.C. EDGE PLYWOOD PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 6" O.C. FiELD FGYPSUM [5d COOLERS 7' O.C. EDGE I WALLBOARD EXT. BALCONIES 10' O.0 . FIELD FLOOR SHEATHING: DECKS JOINT DESCRIPTION NAIL NAIL ATTICS w/o STORAGE QTY. SPACING STRUCTURAL PANELS 6' O.C. EDGE COMMON VOR LESS 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing reWirsments are based on wall sheathing nailed 6" on-0enter at the panel edge. If wall sheathing Is nailed 3" on -corder at the panel edge to obtain higher shear capacities, nalling requirements for structural members shall be doubled, or aftemato connectors, such as shear plates, shall be used to maintain load path. 2). When wag sheathing to continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT NO CHANGE FLOOD TOTAL SQ. FT. OF CONSTRUCTION SPEED DESIGN DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TERMITE DECAY 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LOAD EXT. BALCONIES 60 Ild COMMON hj= 4" O.C. DECKS 40 TEMP. ATTICS w/o STORAGE 10 45 LRS. ATTICS w/ STORAGE 20 DESIGN LQAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) NONE ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY D LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION DETAIL PAGE i GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION bymSEE SMOKE i Co DETECTORS FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.6 RELEASE 1a CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES WINTER KXZHELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY Ild COMMON hj= 4" O.C. DEPTH SEE NOTES: 1,3 TEMP. REQUIRED 45 LRS. 120 a SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Ild COMMON 6' O.C. Ild COMMON e 6.O.C. SEE NOTES: 1,3 INTERIOR ZONE Ild COMMON Q W O.C. Ild COMMON ®12' O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 9d COMMON @ 6" O.C. Ild COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Ild COMMON hj= 4" O.C. 6d COMMON A 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 fest on each side of the roof peak, the 4 foot psrlmder edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nal spacing assumes sheathing attached to rather / toss framing members with G>0.49. For framing members with <0.42<G<0.49, the null spacing shall be reduoed to 6 inches o.c. 3). Tabulated 4 Inch o.c. nal spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE the COMMON Q 6" O.C. Oct COMMON 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 9d COMMON @ 6" O.C. Ild COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO DE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feat of ihs corners, tie 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch oc. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. 3). For exterior pans siding, gelvk*W box nails shall be permitted to be substituted for common nals. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/S' TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.9 - FIREBLOCKING REQUIRED Firablocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an affective fire barrier between stories, and between a op story and the roof space. Fireblocidrg shag be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud wads and partitions, including furad spaces, at the calling and floor Iwai. Concealed horizontal i rred spaces shall also be Areblocked at intervals not exceeding 10 feet Batts or blankets of mineral or glass fiber shall be allowed as fireblocldng in walls constructed using parallel rows of studs or staggered studs. 2). At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cow ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of Rome and products of combustion. 5). For the fireblockirg of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. M C H - Design Services www.mchdesianservices.com phone: (631) 298-2250 e-mail: michaelC@mchdesignservices.com D w O o. O Cz o. DRAWN BY: MH 01, 2009 SCALE: 1/4" = 1'-0" SHEET NO Lp0C0 13'-7" 5'-7'/2" • a 12'-11,/2" BATH N ol EX. BEDROOM 0 LIVING ROOM i�-------------, iD 1 1 WIC I I I N 1 ® 1 1 3 4'-0" ------------------------ 01 _- C 00 EX. BEDROOM 1). NEW WALLS TO BE 2X4 (UNLESS OTHERWISE NOTED) DF*2 A16"OC (TYPICAL). 2). NEW BEARING WALL HEADERS TO BE (2) 2X9 DF*2 OR BTR. 3). INSULATE EXTERIOR WALL AT FORMER GARAGE (KITCHEN E DINING) WITH R13 INSULATION. INSULATE FLAT CEILING WITH R30 INSULATION. INSULATE SLOPE CEILING WITH R21 INSULATION. 4). NEW SHEETROCK TO BE 1/2- THICK. BATH E LNDRY RM. WALLS E CEILING TO BE MOISTURE -RESISTANT SHEETROCK. 5). NEW FINISHED FLOOR PER OWNERS. 6). PROVIDE SMOKE E Co DETECTORS PER CODE. 2'-i" 91 0'-7- A NEW J D so FWN6069SAL 12"� 9" 6'- 81/2" •• •• ` • ^ ' • •• REPLACE DOOR w/ SOLID -CONE w/ DOOR SWEET 9WEATHER- 1 1 S PPM PER LODE 11 � �i SLOPED '^ CEILING a 0 I�- -- --- --- ----------------------------------------- x T *, NING WOOD BURNING STOVE w/ HEARTH 9- oIA. DECO. :,x COLUMN ; ;`a FLOOR PLAN SCALE: 1/4" = 1'-0' 12'-6" I1� II= IIW I1� IIJ 11< I I V' 1 1 in- I No -41/2" I_ 1 5'-1" ENTRY ;; KITCHEN -------- ------------ ----- ----- O O sZa�i'�cEI G Cj 13'-8" — 61/2" I 1 I I �0 1 1 2432-2 7'-6" N N (D M C H [design Services www.mchdesicanservices.com phone: (631) 298-2250 e-mail: michael@mchdesignservices.com Val Z O �V W W W � V Uj P4 DRAWN O� a. DRAWN BY: MH June 01, 2009 SCALE: 1/4" = V-0" SHEET NOI A-2 IrL [/ sl• srAous sm OR rxwum WOOD 701M w/ WA*M V Ir O.0 2X4 DF•2 ---Ishim ■18SfARAD6Sf10L ORGKVANIND wom stiff G w/ — WASHIMS • iP O.0 ur APA Rum lIMTHNG — aMOE RLYWAM (ALTS N47MME: 7l1r OS.•.) I ---------- S� I 1 1 11 �� e w I of k 'ITti 2X4 DF•2 ---Ishim ■18SfARAD6Sf10L ORGKVANIND wom stiff G w/ — WASHIMS • iP O.0 ur APA Rum lIMTHNG — aMOE RLYWAM (ALTS N47MME: 7l1r OS.•.) � I wuoow ni I ---------- ggltlq �� e w I II � I wuoow ni ONE 3/r AM �LrNIDDO —�RCArlolt; slo sr�uaa s�e� OR "wwm w w SCREM w/ wmmm • 1r OL I? or pr w� Rum �nac GRADE lLYWOOD (ALMOMMAVE: 71W OS■) MLLTDLE PLYWOOD AM -RS M 2-2X4 DSTUNG 00MCM TO7rW WI7NSfAi OR GiRYV®•DLTS w/ wA*wM AM Nuts • r -W QC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDRORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANES WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANE. SPAN OF i FEET SHALL NE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS. PANES SHALL B: PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDE). (REFER TO SECTION 160!.1.4, 160!.6.5 AND TAME 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 PANES MUST BE OJT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. VW EPLACE DOOR 40LID-CORE EXISTING EXT. WALLS DOOR SWEEP TO REMAIN THEA STRIPP1! PER CODE LN] EXISTING ROOF :(NO CHANGE) wl HEARTH t BACKER I��WALL .• • •D •, 91416161 Of 11611 U11 dill till 116141611 till U&I 6161111M 1614 1126 11161 6i6i til • •DOWN TO SIZE) OVER 2X4 ACQ PLATE REPLACE EXISTING -STAIRS: HEIGHT TO SECTION MATCH NEW FIN. FL. ARARA SCALE: 1/4" = V-0" nwUQF_1 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP PLUMBING SCHEMATIC N.T.S. TO APROVED SEPTIC SYSTEM E °. r)17 9, 0– v ' M C H Design Services www.mchdesionservices.com phone: (631) 298-2250 e-mail: michael@►mchdesignservices.com f107:T_A NYTIL1I0-y zIw June 01, 2009 SCALE: 1/4" = V-0111 SHEET NO) A-3 ggltlq �� gq/1111q II i 3/r AM �LrNIDDO —�RCArlolt; slo sr�uaa s�e� OR "wwm w w SCREM w/ wmmm • 1r OL I? or pr w� Rum �nac GRADE lLYWOOD (ALMOMMAVE: 71W OS■) MLLTDLE PLYWOOD AM -RS M 2-2X4 DSTUNG 00MCM TO7rW WI7NSfAi OR GiRYV®•DLTS w/ wA*wM AM Nuts • r -W QC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDRORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANES WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANE. SPAN OF i FEET SHALL NE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS. PANES SHALL B: PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDE). (REFER TO SECTION 160!.1.4, 160!.6.5 AND TAME 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 PANES MUST BE OJT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. VW EPLACE DOOR 40LID-CORE EXISTING EXT. WALLS DOOR SWEEP TO REMAIN THEA STRIPP1! PER CODE LN] EXISTING ROOF :(NO CHANGE) wl HEARTH t BACKER I��WALL .• • •D •, 91416161 Of 11611 U11 dill till 116141611 till U&I 6161111M 1614 1126 11161 6i6i til • •DOWN TO SIZE) OVER 2X4 ACQ PLATE REPLACE EXISTING -STAIRS: HEIGHT TO SECTION MATCH NEW FIN. FL. ARARA SCALE: 1/4" = V-0" nwUQF_1 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP PLUMBING SCHEMATIC N.T.S. TO APROVED SEPTIC SYSTEM E °. r)17 9, 0– v ' M C H Design Services www.mchdesionservices.com phone: (631) 298-2250 e-mail: michael@►mchdesignservices.com f107:T_A NYTIL1I0-y zIw June 01, 2009 SCALE: 1/4" = V-0111 SHEET NO) A-3 f2i cI Tw REScMcl[ 5oftwam Version 4.22 Compliance Certificate � mm Twa �aie6��r i�r 3`x111 tMeryalk �arOubdud�- e�ekiC1 ` " Fan* sm ELLOM CANE iliM►Tnniior, w M - 2?� dir7r tt it�e t1lE 1s %%Kuri lit f1hor L /1ffAW jMWj W n(imtNrv■dUMNSPM NYS ENERGY COMPLIANCE NOTES FOUNDATION: 3u CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE _M INSULATED TO THE SAME R -VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, am WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. wow L wrNr Fumex me P -E uft Lws E 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R -VALUE. i 3). SEAL BETWEEN WINDOW/DOOR JAMS AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 25 BEAD OF LOW -EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. R= ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 0= t: 911im 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 13 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 36 2). DO NOT USE HIGH -EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME am AND VOID THE WARRANTY. FRAMING: am" r PLUMBING AND ELECTRICAL: SEALING �EXTERIIO�R sH DURING LoO TOE ma PLATE WHEN ASSEMBLING FRAMING. 12 SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF SAND JOIST AND LAY SUBFLOOR OVER. ii ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. DE SEALED. 4). CAUL( OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 293). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ASTM STANDARD. MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING NOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 4r O.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2)• FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND SAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: MINIMUM EFFICIENCY STANDARDS. 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. (FOR HEATING) AND/OR 95 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4), PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO DROPPED SOFFIT ON INTERIOR WALL: PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND COX. RELATIVE USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TOP PLATES. TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY -DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2) HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL NVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: R -VALUE LABELS ON THE OUTSIDE JACKET (ELCCNYS 102.5.3). 1)SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS AND . PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 2) IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. THE AT114G DU ENVELOPE A THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL LOFT: MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND TAPES MEETING UL 1 CIA MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. UL 1918 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING WRITTEN MATERIALS: AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES: CUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.L. TO CONFIRM THAT BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY DOCUMENTATION OF R -VALUES: IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE VENTILATION RATES. SAME R -VALUE AS THE SURROUNDING AREA. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. f2i cI Tw REScMcl[ 5oftwam Version 4.22 Compliance Certificate � mm Twa �aie6��r i�r 3`x111 tMeryalk �arOubdud�- e�ekiC1 ` " Fan* sm ELLOM CANE iliM►Tnniior, w M - 2?� dir7r tt it�e t1lE 1s %%Kuri lit f1hor L /1ffAW jMWj W n(imtNrv■dUMNSPM iii 3u u ira& _M 132 am a wow L wrNr Fumex me P -E uft Lws E 27 d3• i wrr�.'t Tam fl7iED PN it LSE 25 R= a 0= t: 911im $ 152" 13 KNWZ� 36 am i0 am" r Min ma am 12 Gdftq Z CAN" Cdft§ fwai" ii 21A 13 'NNL 71ie o�NNN�NNsli�ie Beier �edirc �T Irer �tC■i ir.K) [ K ieoeii�. w"a rApike1 iiae"r Pr■�■r■rw1 ir■c aNr r>r iNl� �■�, itre� �Y■i� fir Nile ii�tNrnrl�er rrorMeJ 2111 a1111111 1r_wIa�k Niro �iiirr'Kr aR r a■r�roe r ince Dab 1�IIE i'r1l�i RqEddIkEsimm pwtaril M C H Design Services www.mchdesignservices.com phone: (631) 298-2250 e-mail: michael@mchdesignservices.com Z O QF - d w 1-- J Q D w O CL O C4d DRAWN BY: MH 01, 2009 SCALE: 1/4" = V-0111 SHEET NOI A-4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. )WALL FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 4'- Y LSTA24 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS PLATEANALL � V CONNECT TO 1 SIDE OF ALL CORNERS ON 2ND. ADS5 HOLD DOWN BOTH DOT. PLATE OF 2ND FLOOR AND TOP r- 14" LSTA30 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH I. • GAP TO PREVENT CAPILLARY ( /� THE FLOORS TO EACH OTHER W/ THREADED ROD. WALL METAL ST RIM BO/ SILL PLAIT FOUNDA STAPPING TO BE ATTACHED TO WALL STUDS @49"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION DAMPPROOF EXTERIOR WALL SHEATHING 10-W x 19ga. TYDOWN ANCHOR INSTALL 47O.C. 4'- Y LSTA24 1-114'x24" 20ga. STRAP AND JACK STUDS PLATEANALL � V ON ALL OPENINGS ► ROOFING TO AVOID SOAKING ROOFJACK INSTALL 4'0" O.C. r- 14" LSTA30 1-114'x30" 19ga. STRAP AND JACK STUDS I. • GAP TO PREVENT CAPILLARY ( /� ON ALL OPENINGS ,► ' KEEP ROOFING NAILS OUT ROOFING LAPS INSTALL 4'0' O.C. 14"-1i" LSTA36 1-1/4'x39.19ga. STRAP ;:TALL STUDS USE WITH 3x3 SQUARE WASHERS BASE FLASHING WRAPS CORNERS, ON ALL OPENINGS 2ND. 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @49.00 AND ALL WINDOWMOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION DAMPPROOF EXTERIOR WALL SHEATHING 10-W x 19ga. TYDOWN ANCHOR INSTALL 47 O.C. 4--l' LSTA39 1-1/45(3i' 18w. STRAP AND JACK STUDS PLATEANALL � V ON ALL OPENINGS ► ROOFING TO AVOID SOAKING ROOFJACK INSTALL 4'0' O.C. r_16' MSTA49 1-1/4'x49' lige- STRAP AND JACK STUDS I. • GAP TO PREVENT CAPILLARY ( /� ON ALL OPENINGS M. CONC. FOUNDATIONn CRICKET AT TOPSIDE OF DESCRIPTION CONC. SLAB C DAMPPROOF EXTERIOR WALL SHEATHING 10-W x 19ga. TYDOWN ANCHOR i MIL. POLY 9MIL POLY ON EXTERIOR FINISH WALL AND MOISTURE •• GRANULAR FILL PLATEANALL � V s ► ROOFING TO AVOID SOAKING ROOFJACK PROVIDE HEMMED EDGE AT 57" OC v � � AND SO AS TO MAINTAIN AIR I. • GAP TO PREVENT CAPILLARY ( /� ACTION ,► ' KEEP ROOFING NAILS OUT ROOFING LAPS KEYWAY FOOTING ► V FLASHING AT FLASHING 41NCHES USE WITH 3x3 SQUARE WASHERS BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT p SIDES 4 INCHES AND LAPS REINFORCING BAR DRAIN TILE V TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC.SLAS fiXfi 10/10 WWM COMPACT FILL GRADE -� 4-st------sr- 12' . MIN. ��i ° • ° 4 REINFORCING BAR DRAIN TILE 3I.12*►i TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) k4 REINFORCING BARS KING STUDS CRIPPLE STUD HEADER JACK STUDS RAFTER RIDGE LEDC- crTTalT7 WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST NAI H I SPA 1 UBS 10 HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION JUSP NUMBERI DESCRIPTION APPLICATIONLOCATKNJ USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ALL OPENINGSI LSTA12 11-1/4-AT20U&STRAPI APPLY TO EACH JACK STUD I ROOF I LSTA24 1-1/4524. 20pa. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x9 -2x9 I LS26 118P. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL ALLOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 I LS210 113P. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGERI FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE CLOCKING @24 -OC SIDE WALL FLASHING METAL FLA WNG AT ALL EAVES, SIDE WALLS, AND RAKES - PROVIDE HEMMED EDGES 80 AS TO FORM DRAINAGE C 4ANNEI-6 AND PREVENT CAPILLARY ACTION STEEL COLUMN CONIC. SLAB COMPACT FILL CONC. FTG. MIN. 3- STEEL COLUMN ANCHORED TO 245A24-xl2' CONC. FTG. P.T. PLATE i s � iXi W.W.M. 4 4 - - ; �- o' • 4 , �• REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. RAFTER TOP PLATE WALL STUD LOCATION CRICKET AT TOPSIDE OF DESCRIPTION CHIMNEY 4' - G" RAFTER WALL SHEATHING 10-W x 19ga. TYDOWN ANCHOR SIDEWALL FLASHING i• -12' RAFTER FINISH WALL AND MOISTURE 21 -IW x 20ga. TYDOWN ANCHOR BARRIER TO LAP FLASHING PLATEANALL AT WALL - MAINTAIN GAP STUD PLATE ANCHOR BETWEEN WALL FINISH AND ► ROOFING TO AVOID SOAKING ROOFJACK PROVIDE HEMMED EDGE AT 57" OC FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY / ACTION ,► ' KEEP ROOFING NAILS OUT ROOFING LAPS OF FLASHING • ROOFING LAPS BASE FLASHING AT FLASHING 41NCHES USE WITH 3x3 SQUARE WASHERS BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES SIDE WALL FLASHING METAL FLA WNG AT ALL EAVES, SIDE WALLS, AND RAKES - PROVIDE HEMMED EDGES 80 AS TO FORM DRAINAGE C 4ANNEI-6 AND PREVENT CAPILLARY ACTION STEEL COLUMN CONIC. SLAB COMPACT FILL CONC. FTG. MIN. 3- STEEL COLUMN ANCHORED TO 245A24-xl2' CONC. FTG. P.T. PLATE i s � iXi W.W.M. 4 4 - - ; �- o' • 4 , �• REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION I APPLICATION 4' - G" RAFTER RT10 10-W x 19ga. TYDOWN ANCHOR COEACER�ER i• -12' RAFTER RT20 21 -IW x 20ga. TYDOWN ANCHOR CONN TOY EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD OPENINGS OF'/.INCH IN DIMENSION. RAFTER TO PLATE PLATEANALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTERS MAINTAIN VENTILATION BLOCKING 2x4 LEDGER 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A FASB MINIMUM NET FREE VENTILATING AREA - - GUTTER NOT LESS THAN IM50 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS ONTIN. SCREENED VENT SHALL BE COVERED WITH CORROSION - 1 STORY RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD OPENINGS OF'/.INCH IN DIMENSION. SOFFITED SAVE ROOF VENTILATION / SOFFITED EAVE DETAIL RAFTERS PRE -MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OF ROOF ANCHOR BOLT CONNECTION f NEOPRENE SUPPORTING MAXIMUM SPACING GASKET 1 STORY • • Vi SILL PLATE TO FOUNDATION y STORIES 3i' OC CRAWL SPACE OR FOUNDATION ► C ROOFJACK 1-2 STORIES 57" OC (SLAB -ON -GRADE) ,► ' ROOFING LAPS • FLASHING AT ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP (USP LBPS68 OR BP593) ANCHOR BOLT CONNECTION FOUNDATION 5IP DUI. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 7Y OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION y STORIES 3i' OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC (SLAB -ON -GRADE) i 112"AIR SPACE AT END AND DES OF WOOD BEAMS y �` NOTCH BEAM FOR MUDSILL IF REQUIRED - MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM i! '• : SHEET METAL / 30# FELT UNDER BEAM AT POINT • OF CONTACT WITH CONCRETE OR CONC. BLOCK #.t 3" ," ' „ SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM BEAM POCKET FLASHING LAPS ROOFING AT BOTTOM -4� \ KEEP SHEATHING MIN. 1-1/Y FROM PEAK TO ALLOW FREE AIR PASSAGE CAP OF SAME 21AL AS ROOFING D TO SHEATHING JGH VENT WOOD JOIST BLOCKING WOOD GIRDER 4 , '2 Design Services www.mchdesionservices.com phone: (631) 298-2250 e-mail: michael@mchdesignservices.com PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDERIHEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. i REDUCE DUMP OUTS BUISFLOOR WOOD JOISTS i ' 2xi /2x8 CONTIN M WOOD PLATE i � 801.TED TO bT£EL BEAM WITH i I 1/2 " DIA. BOLTS • 48" ox- STAG. i STEEL BEAM 4' x 1/4" x 8" STEEL TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT 1/2" GROUT I I r 3' STEEL COLUMN f 10 KIPS TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING ROOF JACKS 4 VENTS DETAIL DRAWN BY: MH SUBFLOOR � DOOR I DOOR FRAME o- — June 01, 2009 USE 2X9 STEEL BEAM W/ &Xi WM °'� FOR RLOCKOUT SCALE: 1/4" = V-0" M - 'SLOPE 4"DRIVaUAY NOTCH JOIST AND ADJUST HEIGHT < •„ 'I 1 4 , ,� . (WITH A NAILING PLATE IF NEEDED) +' . • Ae • . • • TO BE APROX 1/2.OR HIGHER THAN ` 4 ♦ ' ►' ♦ . : • . STEEL BEAM TO ALLOW FOR SHRINKAGE ! 4• ! • • . , (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SHEET NO ► ♦ fSUDFLOOR ♦ '-N ! 4• • ► 1 • C j' - _JOIST t ► . . STEEL BEAM -_ PLATE GARAGE DOOR BLOCKOUT13 GENERAL NOTES WIND FRAMING NOTES JOINT DESCRIPTION 1). RIDGE -TO -RAFTER ASSEMBLY: id COMMON W O.C. EDGE 1-1 /4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. SPLING When a color tie is used in leu of a rkige strap, the number of 10d common nails required In each and of the collar tie need not exceed the tabulated number of id nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design Intent and framing details. They are intended as a ca stniction aid , not a substitute Lateral framing and shear wall conrhections for rafter, ceiling or truss to top plate shall be in for generally coapted good building practice and compliance with current New Yak accordance to table 3.3. When a rafter or truss do not fall In line with studs below, rafters 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 plots shall be attached to construction detels and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rale sloe of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2). The General Contractor Is responsible for ensuring that &I work and construction 3). WALL-TO-WALL ASSEMBLY: moats current federal, state, county and local codes, ordinances and regulations, ate. Wag studs above aro studs below a floor level shall be attached with uplift connections in The" codes are to be considered as pert of the specifications for thk building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, to should be adhered to even N In variance with the plan, studs shall be attached to a common member In the floor assembly with uplift connectors in PARALLEL RAFTER accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. NAIL (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: EACH First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connsdas. Stele straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans, roar responsibility for foundation and ddb -on -grade, 15 hx;hss 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 precautions and programs M 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 specific use expressed or Implied in the use of these plans. spading Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, END anchor bolt are to be spaded between 6-12 inches from to and of a sill plate and all 5). Refer to the Window and Door schedule le for exterior openings. corers. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). ME I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable cedes. Type I exterior shear walk with a minimum of 7/16 Inch wood structural panel on the exterlor END attached with 8d common nab at 6" o.c. at the panel edges and 12' o.c. In the field, and 7). The General Contactor Is to consult with the owner for all butt -In Items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nage at 7' o.c. at panel such as bookcases, shelving, pantry. closet, trims, etc. edges and 1(" o.c. in the field shall be In accordance with the length requirements specified TO RAFTER In table 3.15&-b. 4). Wind load requker ants shall be taken Into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: JOINT DESCRIPTION FOUNDATION NOTES: Type II exterior sheenwalt shall meet the requirements of table 3.15a -b times the appropriate 1). The General Contractor and Mason to review pians, elevations, details and notes to length adjustment factors In table 3.16. determine intended heights of finished floors) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: 2). All footings to tact on undisturbed (virgin) sol. Allowable sidowell lengths provided h table 3.14 chore be permitted to be Increesed when Interior shosmaik are used. Sheathing and connections shall be in accordance with 3). Provide 1/2" expansion jointmh&terial between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry wails occuring In exterior or unheated interior areas. 4). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4). Any new concrete walk being attached to existing comets structure shag Header andlor girder connections shall be attached with uplift connection In accordance shall with table 3.5. W sill plates l los have steel contledors in accordance with table be Installed with #4 ro- er, Ir long at 12" o.c.. Use approved epoxy for installation. 3.5. 3.5. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOIST poured on 4 Inch thick sand or gravel 11 with 6x6 wire mash reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. Ag 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 6" maximum Iffts (layers). anchored on top of the beam or slope connectors shag be attached to each mfter-to-ddge 6). Crawl spaces to be provided with a minimum 14'x24' access opsi ft. Inaten one along the open a above alfing re of the bolding. Connections 1b the ridge and wale shag be be attached with the above requtements. 4x14 last Iran foundation vent for every, 50 eq. fL of ora&. DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as per section R406 of 1). Unless otherwise noted, all framing materdet to be #1 ACQ pressure treated lumber. N.Y.S. Residential Ccnobuctlon Code. A 6-mi1 polyethylene film shall be applied over the below grade portion of exterior walk prior to baddtifing. All fasteners. hangers and anchors to be galvinized or stainless steel. 4). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nut. be anchored Orders on concrete chored FRAMING NOTES SILL OR TOP PLATE Into concrete with a minimum tt2" oldie xll long anchor boltwithwas anmclors d nut. 3). Post supporting girders shall be anchored to a 1 Yx12"x12' thick concrete footing. 1). All framing techniques and nettods as prescriptive design of 1445 SBC High Wind Edition Wood Framing Construction Manual. Use a minimum 117 die x 7' long anchor bolt with washers and rafts. Footings Shall be 3 ft. 2). Unless otherwise noted, all framing and structural wood material to be 82 + BTR. below grade. Porches with covered roofs shall have 12" dim. concrete plans for the girders. Douglas Fir. 4). Deck joists to haw blocking at ib o.c.. 3). Floors, walls, codings and rafters to be spaced at 16 Inches o.c. unless noted 5). A minimum of 10 Inch fleshing shin be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted, all bearing wait headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. Bearing wall headers to have (2) Jack studs and (2) fun length studs on each alae or an 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of TOE openings. Bearing wall window silk shall also have (2) window sill pWn 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 4'9. Provide fire to girder(s). and blocking where applicable. 5). AII lush beams/headers to be installed with heavy duty golvinized hangars and 4). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES andwrawhomapplicabletoaleea,n.ctingjoists. 6). Double up Noor joists under walk that run parallel to the Noor joist and under bathtubs. 1). All water supply, drainage and venting to be Installed as per N.Y.S. ReMdohtial Floors to haw ceramic tis installed shag be verified for proper load capacity unless noted Cor Vuctlon Code. on plans. BAND JOIST TO: 2). Verify septic system with the Engineer fox Suffolk County Hook h Deparbrhent approval. 7). Provide blockinglbnidgirg in floor joist at 6'0 o.c.. Use solid blocking in floor joists TOE NAIL under all bearing walk. 3). If wall studs, plats or joists are cut out during Installation for any plumbing related work, provide adequate bracing and plates to protect and secure to sinrture. Verify with tet 4). Provideinsulation baffles at saw vents between rafters. Install draft blockas state code and manufacture's recommendatico for maximum hole sire and spacing permitted. HVAC SYSTEM NOTES 'find.ing 9). Union otherwise noted, all rods and walk to haw a minimum 1/2" thick, 4 -ply Fir CDX exterlor sheathing grade plywood. Plywood iD cover over plates and headers. 1). Mechanical subcontractor Is responsible for adheari to all a safety applicable codes and requirenrherds. 10). Unless otherwise noted use 3/4' thick T&G PTS Fir or Advwdec:h plywood subiloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed HVAC subcontractor k lo fully coordinate all system data and requirement with the over subfioor as per mawfacttre's instructions. e equipment supplier. q 11). AII bathroom walk to have 10 thick mofeture-resistant sheatrock. Garage walk and 3). HVAC subcontractor to provide final system layout drawing and submit ft to the General ceilings and over furnace to have 514' thick 41wx sheetrock. An other part of building Contractor and owner for• fiat review and approval. ELECTRICAL NOTES: to haw regular 1/r sheetrod*. AN "'Palk to be tape' and finished. 12). All roof with a pitch Was than 4:12 shall be Installed with an Ice i Water barrier or 1). NI sle trical to be Installed as per N.Y.S. Reakiential Construction Code. approved equal. Flat roofs shall be applied with a FNerylos base sheet with an EPDM torch down type material over. 2). AII electrical walk shall be approved by a quallifed Underwriter. 13). AN sill plates and wood in contact with concrete to be pressure trealed. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as par section R317 be installed with a foam sill gasket and cop-r4ex termite shield or approved equal. of N.Y.S. Residential Construction Code. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE a - ROOF FRAMING - JOINT DESCRIPTION NAIL JOINT DESCRIPTION NOTES id COMMON W O.C. EDGE OTY.RAFTER SPLING 12" O.C. FIELD TO V WALL-• 3-4d COMMON EACH TOE -NAIL TOP PLATE 10' WALL-• 4-0d COMMON RAFTER 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST V WALL 3-8d COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL 4-0d COMMON JOIST 40 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING - 2 id COMMON EACH TOE TO RAFTER FACE NAIL CE NAIL END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER SEE END NAIL WALL FRAMING: NAIL JOINT DESCRIPTION QTyL id COMMON W O.C. EDGE NOTES SPACING 12" O.C. FIELD SPACING TOTAL SQ. FT. OF CONSTRUCTION TOP PLATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FOOT SEE NOTE:1 TOP PLATES AT 4 -16d COMMON JOINTS FACE INTERSECTIONS 40 Ell SIDE NAIL STUD TO 2 -116d COMMON 24" FACE STUD ROOF (GROUND SNOW LOAD) O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 13 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: LOAD PATH PER FACE NAIL CE NAIL FLOOR JOIST, BAND JOIST, 2 -1id COMMON NAILING SCHEDULE END JOIST OR BLOCKING FOOT SEE FLOOR FRAMING: FIRE PROTECTION JOINT DESCRIPTION ILIL QTY.JOIST S AIL NOTES TO: 4 - id COMMON PER TOE SILL, TOP PLATE OR GIRDER RESCHECK 3.6 RELEASE 1a JOIST NAIL BRIDGING 2 _ id COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 COMMON TOE TO JOIST END END NAIL BLOCKING TO: 3 -lid COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 _ 4d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 -lid COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE:1 ROOF SHEATHING: JOINT DESCRIPTION NAIL NAIL STRUCTURAL PANELS id COMMON W O.C. EDGE QTY. SPACING 12" O.C. FIELD STRUCTURAL PANELAS TOTAL SQ. FT. OF CONSTRUCTION PER TABLE 3.E DESM WALLBOARD WFCM - SBC 10" O.C. FIELD CEILING SHEATHING: JOINT DESCRIPTION PAIL NAIL STRUCTURAL PANELS id COMMON W O.C. EDGE QTY. SPACING 12" O.C. FIELD GYPSUM TOTAL SQ. FT. OF CONSTRUCTION 7' O.C. EDGE DESM WALLBOARD 5d COOLERS 10" O.C. FIELD 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL WALL SHEATHING: JOINT DESCRIPTION PAIL NAIL QTY. SPACING STRUCTURAL ad COMMON AS PER TABLE 3.4 PANELS WFCM - SBC 7/16" OSB 6d COMMON 3' O.C. EDGE PLYWOOD 6' O.C. FIELD GYPSUM TM COOLERS T O.C. EDGE WALLBOARD 10' O.0 .FIELD FLOOR SHFATHING- JOINT DESCRIPTION NAIL NAIL QTY. SPACING SEISMIC STRUCTURAL PANELS id COMMON W O.C. EDGE AT PANEL EDGES VOR LESS 12" O.C. FIELD 4' PERIMETER EDGE ZONE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on well sheathing nalled 6" oh -center at the panel edge. If wag shosMi g is nailed 3" onjenter at the panel edge to obtain higher shear capacities, naffing requirements for structural members shall be doubled, or alternate connectors, such as shear pletes, shall be used to maintain load path. 2). When wag sheathing is continuous over connected members,the tabulated number of nab shall be permitted to be reduced toll -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT NO CHANGE 4' PERIMETER EDGE ZONE TOTAL SQ. FT. OF CONSTRUCTION SPEED DESM DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TERMITE DECAY 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LOAD EXT. BALCONIES 60 id COMMON Gr O.C. DECKS 40 TEMP. ATTICS w/o STORAGE 10 45 LBS. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ULASF) ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS NONE - ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY B LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION DETAIL PAGE i GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION SymSEE SMOKE i Cc DETECTORS FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.6 RELEASE 1a CLIMATIC A GFOGRAPHIC nFSIGN [:RITFRIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES WINTER K:ESHELD 4' PERIMETER EDGE ZONE SNOW SPEED DESM THERI M LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY id COMMON Gr O.C. DEPTH SEE NOTES: 1,3 TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS - SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Ad COMMON ® 6- O.C. Id COMMON A n: O.C. SEE NOTES: 1,3 INTERIOR ZONE 4d COMMON A i" O.C. 4d COMMON Q 12" O.C. SEE NOTES: 1(BOTH FIELDS) INTERIOR ZONE id COMMON Q 6" O.C. id COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS id COMMON Gr O.C. tid COMMON Gr O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For rod sheathing within 4 feet of the perimeter edge of the roo( Including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shin be used. 2). Tabulated 12 Inch o.c. roll spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. For framing members with <0.42<G<0.49, the rail spacing shall be reduced to 6 Inches o.c. 3). Tabulated 4 Inch o.c. nal spacing assumes sheathing to rafter / Mss framing members with G>0.49. For framing members with 0,42<G<0.49, the nail spacing shall be reduced to 3 Inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 5d COMMON @ 6" O.C. id COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE id COMMON Q 6" O.C. id COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, tie 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 Inch o.c. rail spocig assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the rail spacings shall be reduced to 6 Inches o.c. 3). For exterior panel siding, golvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 514" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1- Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.4 - FIREBLOCKING REQUIRED Firobloddrig shall be provided to Cut off all concealed draft openings (both vertical end horizontal) and to form an effective fire barrier between stories, and between a top story and the rod space. Firebloddng shall be provided in wooer -frame construction in the following locations. 1). in concealed spaces of stud walk and partitions, including furred spades, at the ceiling and floor levet. Concealed horizontal furred spwn shall also be firebkx ked at interval not exceeding 10 feet Batts or blankets of mineral or glass fiber shall be allowed as firebloddng in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffit, drop ceilings and cow ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs share comply with Section R314.4, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the fine passage of lame and products of combustion. 5). For the fireblodcing of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Cods. a. Baa■ 1' .aeora •i ars�aet www.mchdesignservices.com phone: (631) 298-2250 e-mail: michael@mchdesignsevices.com vices.wm P4 x DRAWN BY: MH une 01, 2009 SCALE: 1/4" = 1'-0" SHEET NO ..'r _ . ; Lul 0 0