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Home My WebLink About41427-Z o�SaF04 TOWN OF SOUTHOLD ,moo r BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41427 Date: 3/15/2017 Permission is hereby granted to: Herzog, Joseph 5288 Creekside Trl Sarasota, FL 34243 To: construct a single-family dwelling as applied for per SCHD approval. At premises located at: 455 Smith Dr N, Southold CD- f ol �� l SCTM # 473889 KI()T O)Lk (� Sec/Block/Lot# 76.-1-21.2 Pursuant to application dated 2/27/2017 and approved by the Building Inspector. To expire on 9/14/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,179.60 CO -NEW DWELLING $50.00 Total: $2,229.60 XiIiipector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 �. Date. New Construction: V Old or Pre-existing Building: (check one) Location of Property: `, o ouse No. Street Hamlet Owner or Owners of Property: _ ty5-ep11 11VC a 0 Q Suffolk County Tax Map No 1000, Section °� Block Lot l ` 2� Subdivision G 51"C' rQrA 1141— Filed Map. C¢ I g tot: , a- Permit No. Iia n 1, l 0 L ' l Li 'Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 15c) V a, Ap IT t Signature FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) - lp- y ------------------------------------- FOUNDATION (2ND) m z �o 0 ROUGH FRAMING& PLUMBING y r INSULATION PER N.Y. STATE ENERGY CODE d FINAL ADDITIONAL COMMENTS kA t ® a � 0 � z \ b o z 0 �d Q H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic•Form N.Y.S.D.E.C. Trustees C.O.Application (� Flood Permit Examined / 20 Single&Separate Storm-Water Assessment Form Contact: Approved6 5 '21V Mail to: Disapproved a/c Phonhil) A14- Expiration ,20 r,J Bu ding ector LICATION FOR BUILDING PERMIT FEB 2 7 201 Date ? 7 , 20 1/7 INSTRUCTIONS a. ThisWano �mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,'9Ce9 ale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building In`sfiector will issue'a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building,Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (i St p 1-e.r `2--0 (As ori`the tax ro 1 or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. t 1. Location of land on which proposed work will be done: House Number Street Him-let Countv Tax Ma� No. 1000 Section 1 4G Block Lot Subdivision Filed Map No. _Lot, k i 2. State existing use and occupancy of premises and intended use and occupancy of proposed Construction: a. Existing use and occupancy b. Intended use and occupancy ✓ �,�GC j 3. Nature of work(check which applicable): New Building Addition , Alteration IRepair Removal Demolition Other Work + ; (Description) 14. Estimated Cost 6 ®a o Fee { I (To be paid on filing!this application) 15. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I I �7. Dimensions of existin structures, if any: Front - Rear Depth Height° �Z'�' -P Number of Stories - A i Dimensions of same structure with alterations or additions: Front i Rear Depth Height Number of.-Stories,,, _ 8. Dimensions of e tir new construction: Front �'/ Rear �G!y ! f bep't7r-aua ? Height Number of Stories 9. Size of lot: Front Rear G Depth X1=5 t`' (10. Date of Purchase //UCb i/ Name of Former Owner ,1 1. Zone or use district in which premises are situatedC I12. Does proposed construction violate any•zoning law, ordinance or regulation? YES NO! 113. Will lot be re-graded? YES NOe Will excess fill be removed from premises? YES 1 NO 114. Names of'Owner of premises 1 a 6"� h Addres " Phone No. 1 Name of Architect d'dress D c� Phone No 1y ®�-ry3s�1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a ti&f wetland or a freshwater wetlandO YES NC * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE QUIRED. ! b. Is this property within 300 feet of a tidal wetland? * YES,' NOI * IF YES, D.E.C. PERMITS MAY BE-REQUIRED. 46. Provide survey, to scale, with accurate foundation plan and distances to property lines. I i 117. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ' * IF YES, PROVIDE A COPY. 1STATE OF NEW YORK) !COUNTY O 1 j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of Nem York I(S)He is the No. 01Ba'Infifiqd;n c6185050 :14allc 00Intl F (Contractor,Agent, Corporate Officer, etc.) Commission Expires of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 1 IS orn to before me t j Irday oflua4p-w 2011 1 LA r4 r`\I Notary Public Signature ofApplicant! 4 � + i��/ .. . • � • / ^ T.N f1 fes-- �...n .... ..1, . 1 MR OAF--S0UTTROI,D NEW YORk � DATE ;33.9 19172 ACTION OF THE ZONING BOAm OF APPEALs Appeal No. 1601 Dated Mune 29s 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Y Xr ashiels Appellant ftlilth DVIV6 Vorth sot4tf*S M'i New York at a meeting of the Zoning Board.of Appeals on TU3y 111 3.972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance ( r Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article ................... Section .................... Subsection ................._. paragraph ................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because. Wo 0an-applidation of Mary My 5121a a, Stnitlt DriVo 1 Wth, Sr• Mold, VOW York 99r a varioxiee in,aac ord" anae wift:the Zoning Ordinafta, Ar�laie 114 section 301, for psrivlszioa to divide proPertY-W ash eXiating dwellinS, Lq*ation Pr and one'hal of i,5i, my a 0 0000 kaa 1901ateS, ZoutbiGlds Nsw Ywk, Pee paid $15,00# 2. VARIANCE By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because 9 ME 1� �15 (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because we RR (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because and therefore, it was further determined that the requested variance ( ) be ranted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. SM REITERSa ZONING BOARD OF APPEALS FORM ZB4 Mr jorie Mt D$='t±30t$, snare Southold rvwnl Board of Appeals L Atter investigation and- inspeot ift the"$oard fiztde -tbAt appIleant requests permission o divide' property with ezi.sting dwaWng? Uto #b, 7s 80 9s° '10'-11 12 -and one -ha3f of v 5s MP of Oo©pe Neck Not;atets 'Me- Board finds that txhis divi.siot will Wan UVrovemat in the area; that it, will p SviAe t:n frxx'mity with the surrounding residences; that 'doth of the propoOed plots-would be"i vod fq- ate fam.'t'.iy:dwa3lings. The Bold agrees with the reasoni:zg of the applicant. The Sid f Inds that; r?trittt'aj*:Li d tioii of the Ordinawd wW3A prOdoe iiradtiw3 dUfloultaioa or u=oobssary hardship$ the'hdrdship oreatied'is nni qs 6 Wid would.not be shared by' ail p;'apevtjos*o.Tike th the lr&tdiate vielhity of this property and in the"ssme use district;,•" and the variance-will. not Change the eharaster of the nalghborhood and _win cbseave, the spirit of the ' �trcliri�tY:ee� Z'Fi�:��'Ol� M WAZ IRESOL7M aktj M. S2i$e1s, Smith Orzize North, Southold, NOW Yark, be -GR.M• perlalssiQn to :di Ade prope#y with existdwe.1'f3ng, Loeatioii• of- 'rrgpei*j "Logs" b, '7y $, 9,v .200 ni lZ and- one ha?X 'of #5, Map of Goose Neok Estates, Southold, Nev Yorks as applied fter,_, -Vote of urns Boards Ayes:. Mssras (Ul.lispie, Bergen, Grigonis, Bulee. . 7 AVAIII ' w�. �•��• •;.SNC✓...�, 'r �/ 7 _Tl. , -!• ^y '�L. 12-5 �` I. Tj � C o i .�� •til• •`-r .�`. �'j. _-� I �-� �" 666 _ —n..-�_- � — � _f��A •.,,+'�•�. SM iTH Dt�I V 2 lilt-, At lkp OL M 1342*10 01 . ��,�.•�Luyp�yy'oY'' I �°r S M 17-H 1791 VE J`a�A _ cao 5URVEY OF PANT OF LOT 10 AND LOTS I 1 12 N AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF P_ECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 1 OG I AS MAP NO. 3434 51TUATE: BAYVIEW d TOWN : SOUThOLD PROPERTY ALSO SHOWN AS LOT 2 ON HEALTH DEPARTMENT WE SUBDIVISI _0F J05€FH HERZOG C 5 U FFOLK COUNTY, NY SUFFOLK COUNTY 0EPARTMC1;T OF HEALTH SERVICES SURVEY I 1-1 7-201 G PERMIT FOR APPROVAL.OF CONSTRUCTION FOR A S 5UFFOLK COUNTY TAX# X't)` SINGLE FAMILY RESIDENCE ONLY w �`� 1000 - 7G - I - 21 .2 �Q �0 11, Q SUFFOLK COUNTY HEALTH DEPT. 0 i l d i- !' REF PC-14-0@-0060 � DATE ' '� REF. d�— 0 + � hpX SWPROVED CERTIFIED T0: Q�� V• ,, pQe�� °� OpoFOR AXIMU �?F�BEDROOMSk JOHN CHIARELLI �je P 1 = 0 P \� EX S THREE YEAk'dPOf,I DATE OF APPROVAL LU Q \ -sU O 0 Q` ooh \ �oP�� ` Re d Pian A�pPrOved I �\O� Q' Q ��p�e3' \ Q\ \ /a \ , X 0 \ \ Op \ \ X F��, s� 00" \� \ / - \ oz \ T6d \S �4 O` �o a ", o NIA NOTE5: j _ oo, ALL ADJOINING PROPERTIES WITHIN 150'ARE � SERVICED BY PUBLIC WATER 5OUTHOLD TOWN PROPOERTYZONE P 40 SETBACKS REFERENCE TOWN CODE 280-124 /O TEST HOLE DATA NONCONFORMING LOTS 7 McDONALD GE05CIENCE LOT NUMBERS REFER TO WAP OF GOOSE NECK' 04-19-201 1 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ', DARK BROWN LOAM OL ON NOV. 22, 1 948 A5 MAP NO. I GG3 0 5 CONTOUR LINE SHOWN THUS ————XY———— BROWN SILTY SAND SM REFERENCE NGVD 1929 DATUMS "`` . 4.0' LOT COVERAGE CALCULATIONS e�O >F PROPOSED 3 BEDROOM HOUSE- 1,775 SQ. FT.or 10.4% ��` ; PALE BROWN FINE SAND SP TOTAL COVERAGE 1,775 SQ. FT. or 10.4% MAX ALLOWABLE 20% w ;' 10.3' WATER EL 1 8' DRAINAGE 5Y5TEM CALCULATION5• " DRIVEWAY AREA= 1,0 1 5 5Q. FT. WATER IN PALE BROWN FINE SAND SP 1,01 55Q. FT.X O.1 7= 173 z=: 175142.2=4 I VERTICAL IT. OF 8'DIA LEACHING POOL REQUIRED :',r_`.•r PROVIDE(1)8'DIA.x 5' STORM DRAIN POOLS , COMMENTS WATER ENCOUNTERED DRAINAGE SYSTEM CALCULATIONS: 10 3'BELOW SURFACE ROOF AREA=1,SGG 5Q PT 2,695 5Q FT.X 0.17=318 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 458/42,2=8 VERTICAL FT. OF 8'DIA. LEACHING POOL REQUIRED PROVIDE(2)B'DIA x 4' STORM DRAIN POOLS MAIN HOUSE INVERTS NOT TO SCALE 5%SLOPE MAX LOCKING CAST 20 MIN FROM OVER TO GRADE jFF ELEVATION 14 5 LEACHING POOLS - q--- G SLOPE GRADE EL=13 O GRADE EL= 1 2 0 EL= 1 2 0 1'MIN.2INV=1 1 6 INV=1 2 0 INV=108 INV=T I O I/8°PER FOOT SEPTIC TANK I OOO GALLON CLROUNDWATER CLE VATION 18 NOTES OW�dge "Unauthorized alteration or addition to o survey t1p f/J/ mop bearing a licensed land surveyor's seal is a MONUMENT FOUND violation of section 7209,sub—diwsian 2, of the El WOOD FENCE JOHN C. E H LE R5 LAND SURVEYOR ��a�r,E�`�iC��, New York State Education Law" "Only copies from the original of this survey marked with an original of the land surveyors CIO1 stomped seal shall be considered to be valid true is copies G EAST MAIN STREET N.Y.S. LIC. NO. 50202 1 Carl iflcolions indicated hereon signify that this Q' survey was prepared in accordance with the ex— Area = 16,995 Sa. Ft. RIVERHEAD N.Y. 11901 3G9-8288 Fax 3G9-8287 fisting Code of Practice for Land Surveys adopted Area = 0.39 Acres ' <� by the New York Stole Association of Professional Land Surveyors Said certifications shall run only Ion(j15landland5urve or.com ``/� 50202 ,,``� to the person for whom the survey is prepared, GRAPHIC SCALE 1 30' 9 S� Sv and on his behalf to the title company,governmen— D LAND tal agency and lending institution listed hereon, and Ito the assignees of the lending institu lion Cerlifica- 14-15 I tions are not tronsreroble to additional institutions Scott A. Russell °SuFFQj_� STO]EZI��1 WAT]E]R, SUPERVISOR AMI ANA,(Gi]EAWIEN F SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) FEB 2-7 -201T . - - - -- —----.__---_-_-._--_DOES--T H(IS-"-TROJIECT-"INVOLVE- Y--O~-'THE IFOLLOVV INN -----._--_-.--.___---- - - Yes No (CHECK ALL THAT APPLY) j❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[J B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑b C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map.of any watercourse. ®N F. Installation of new or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department_-Aithyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: P e Dds-tnct � f 2 27ri NAME: jn1.A / tP„.n Section Block Lt1 :”: 17OR BUILDI\G DEPAP"1 MENT LSE ON-Y Contact Informatiorc i �,� 4 _99q< L'& Reviewed By: 'V 1 Date- d-077-17 Property Address / Location of Construction Work: — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — J O Stormwater Managennent Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP- TOS MAY 2014 i I I APPLICANT ! se (Property Owner,Design Professional,Agent,Contractor,Other) . .T.M. *: l000 CHAPTER 236 ` 76 v Stormwater Management Control Plan CHECK LIST NAME D CO n C h fC5 Felt ' -Section Block Lot x S M C P -Plan Requirements: Provide 014E copy of the Building Permit Application.v yl'—Y,inl Date: ° >k The applicant must provide a Completel Explanation and/or Reason for not providing -z,7 -17 of 1;�4 all Information that has been Required by the following Checklist! �,¢nalmc T�I•N.one p'umLu t I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any It m, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®� b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. c ,z of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) S' g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, h Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. oa Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 0 DRAINAGE I. Location of proposed concrete washout area(s). Contart 105 LCM EL=H01V5 ARE REQUIF 10 IT), Location of all proposed erosion&sediment control measures. mering at 76S-1560 2. Stormwater Management Control Plan must include Calculations showingVvide ngmeer's Certific that the Stormwater improvements are sized to capture,store,and Infiltrate as been IRS on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event SEDIMENT CONTROLSW I DD 3 Details 8 Sectional Drawings for Stormwater practices are required for approval, limited to:t MAR i Iterns requiring details shall include but not be limited to: A ii,igail maintained Construction `Enrance, a. Erosion & Sediment Controls, 0Wafe Baeked nciipg, stabilizatinni b. Construction Entrance & Site Access. 0Seeding of expese"nd/elc jnaGtiv soijs GIDS c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O0 tS® d. Leaching Structures (eg infiltration basins,swales, etc.) j I OR LNGli\l•.l_'RlNG 1.]PAR' ' ' IJSE ONLY Additional Informationjis Required. Reviewed & ® Stormwater Manageme t Control Plan is Not Complete. Approved By. — — — — — — - — — — — — - — — — — — — — — — — — — Stormwater Manageme�t Control Plan is Complete. Date. 3 $ 17 1 ® SMCP has been approved by the Engineering Department. I FORM * SWCP Chck List -TOS MAY 2014 Town Hall Annex �� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P. O. Box 1179 CDCZ) Southold, NY 11971-0959 �r��l BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2- � ? - / I Owner: Ja�'ePZo Location of Property: �� sm&6 dr: Nod, Please Vtae notice that the (check applicable line): New residential structure Addition to existing residential structure r Rehabilitation to an existing residential structure to be constructed or performed at the.subject property refer-Qnce above will utilize (check applicable line): Truss type construction (TT) / Pre-engineered wood construction:(PW) N Timber construction (TC-} in the foliong locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: n Name (personsubmitting his form): dA. Capacity(check applicable line): Owner Owner representative { TrussResReclIS.docx Effective 1!112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PAN TON— .. - - - --'--" - - - ------DESitzhl;4Tlvit-OF C01dSTici-i%Tiui1 - (PMS) #'i87 TYPE BASED ON SECTION 662 OF THE BUILDING CODE OF NEW YORK STATE 2" MIDI. REFLECTIVE WHITE 112" STROkE - - - asrGrivNotzstt6critirdt -- _-- COII+tPONENTS-TFIAT ARE•OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,INCLUDING - GIRDER.S�AND BEANS'-_ - "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMII�G TRUSS IDIIURQUICN SIGN 4 CC S� - -19- - CRRPART-12Gz54�� - 3Es [71�1(alF7N EYAwt E TRUSS IDEl�1FICATION S[G[�! DATE:Q O 20Q5 ---- - -- -- • NEW YORK STATE DEPARTWENT OF STATE DIVISION OF CODE ENFORCEMENT -- `'`' : • AND ADMINISTRATION (501 A V A i 77-0346't 83,21 P 'OP AN Swul l000-lm-11-16 6.2 ,2 myi, 166.36, 18,993,67 sq./t. C3 0.44 acres N77 c�. LOT SCJUI IOX-1411-11-13 14 LOT 17 UP ta LOT 16 23,989,75 sqA, r 0.55 acres I LOT IS P, k -,4 CVWPE "PC.D 1` \ �' per. ADO M.E mwW 56 PIPE 01 uaN373 04 OT I? % 0, Baru(1000-106-11-12 3 112 33,513.46 sq.ft. 0.77 acres LOT 11 UP, LOT 10 ,10 LOT 9 ZAMOON TO Wr is Roa Or SWW"TM.4 Or OC RCW MRK STATE MUCARON CAW COFiCS Or*US SURWr R 6S CZXSEAL S�VOLA �u�f r qLww u 1"Orsy COMMW TO VC A MUD'IRW COPY WAIM14TEES WDICAIM HEREON SMALL RUN _f's A?_ IX gPED 4AO ov�Sr BEHALF 0 W IT CaAiPAM,GOWPNMENM ACMCY MIT"N=4,S17CUITOV �2;,,MS or INE Lr�aVa WgnrdffCW,WAA"4EE5 ARE 40"t r �Owl*MM4 FROM THE PROprgrr,&ASS TO W 9TRW BpS ARF IOR A SPELTflf,PURPOSE OND USE WEREFORC THEY ARE 1£19 "IATS OR to mia w rda or F04CMM AMOL MUCTURM OR AND ODER(QPROW4MTj EASEMENTS .e.,=OR NOT CuAgwrcro touss PorwAu r Ewo&vr ON Oft Pffrvism Ar rffc ut OF SURVEY 17,18 INCL CERTIFIED tD' UHLEk4AtN FAMILY 2012 IRREVOCABLE TR(JST,, A NO,4 1 nNNETF(NI �,n URVEYIN . PLLC ""I ffft�W P-fe" If Ofid Dasign P,0.Box Ist AqUebog-,New York 11031 W41 WATER SUPPLY,KELLS,ORMELLS AND CESSPOOL PRONG Il. LOCA MWS SHOM ARF FROM FIELD OBSERVATIONS (631)O.'t srpr. '8' 2 ANO OR DATA 06'r41640 PROM MtR5 _0'5] ",YS bdd�ba,650682 P,9.. SURVEY OF FAIT OF LOT 10 AND LOTS I 1 12 N AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 19G I AS MAP NO. 3434 SITUATE: BAYVIEW - TOWN : SOUThOLD PROPERTY ALSO SHOWN AS LOT 20N HEALTH DEPARTMENT SUBDIVISION MAP OF JOSEPH HERZOG*CAROL BRADY SUFFOLK COUNTY, NY SURVEY 11-17-201 G P S PROP. 0 1-24-201 7 SUFFOLK COUNTY TAX# Q ow\ 1000 - 7G - I - 21 .2 0� SUFFOLK COUNTY HEALTH DEPT. �O� x REF RO-14-00-0080 ��\ho <0 /0 00,0 CERTIFIED TO: �,i J� O00 JOHN CHIARELLI �0�O�� DO\ \ ��' 0 .�. 0 __y0 \ / �� / STOCKPILE OQ�OJ��O�C \ \ �j• 'Goo 5F � / � \ \ /0 AF1'L'P F �1 y G o ' � i\� P \ FA /• \ o NOTE5' °O��O ALL ADJOINING PROPERTIES WITHIN 150'ARE \�/�!1/_ �� , ro SERVICED BY PUBLIC WATER SOUTHOLD TOWN PROPOERTY ZONE R 40 SETBACKS REFERENCE TOWN CODE 280-124 �140 TEST HOLE DATA NONCONFORMING LOTS McDONALD GEOSCIENCE LOT NUMBERS REFER TO'MAP OF GOOSE NECK' 04-19-201 1 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON NOV. 22, 1948 AS MAP NO. 1663 � 0�i DARK BROWN LOAM OL EROSION&SEDIMENT CONTROLS BROWN SILTY SAND SM CONTOUR LINE SHOWN THUS ----XY---- REFERENCE NGVD 1929 DATUM Shall include but not be limited 4.0' A well maintained Construction Entran e, o,�° LOT COVERAGE CALCULATIONS r` PROPOSED 3 BEDROOM HOUSE- 1,775 SQ. FT, or 10.4% Wire Backed Silt Fencing,stabilizatio & \�2 i;':, PALE BROWN FINE SAND SP TOTAL COVERAGE 1,775 SQ. FT. or 10.4% Seeding of exposed and/or inactive soil§; MAX ALLOWABLE 20% 10.3' WATER EL 1 8' INSPECTIONS ARE REQIJIRED DRAINAGE SYSTEM CALCULATIONS: DRAINAGE ;,�;•�;;, DRIVEWAY AREA= 1,0 1 5 SQ. FfContact TOS Engineering at 765-1560 before 'rt WATER IN PALE BROWN FINE SAND SP ; :;. 1,0 15 5Q. Ff.X O.17= 173 175/42 2=4.1 VERTICAL FT. OF 8'DIA. LEACHING POOL REQUIRED Backfill, OR Provide Engineer's Certification 171 PROVIDE(I)8'DIA. x 5' STORM DRAIN POOLS that the drainage has been Installed t0 Code. ICO 3MENT W WATER ENCOUNTERED DRAINAGE SYSTEM CALCULATIONS: ROOF AREA=I,8GG SQ. FT. 2,695 SQ FT X 0.1 7=318 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 458 If 42 2=8 VERTICAL FT. OF 8'DIA. LEACHING POOL REQUIRED PROVIDE(2)8'DIA,x 4' STORM DRAIN POOLS MAIN HOUSE INVERTS APPROVAL OF STORMWATER MANAGEMENT NOT TO SCALE 5%SLOPE MAXCONTROL P N -T n Cod ter 236 20'MIN FROM LOCKING CAST y�� p ^ LEACHING POOLS OVER TO GRADE FF ELEVATION 14.5 Date: 5%5 OPE MAX GRADE EL=13 0 V� - GRADE EL= 2 O I'MIN.2' L= 12..MAX ' INV=11.6 INV=12.0 e y: INV=10 8 INV=1 1.0 1/8"PER FOOT 5EPnG TANK 8'DIA x6'DEEP 1000 GALLON DISTRIBUTION PCOL 3 O MIn - ------------------- ------------------------------------ GROUNDWATER ELEVATION 18 NOTES "Unauthorized alteration or addition to a survey map bearing o licensed land surveyor's seal Is a MONUMENT FOUND ' vI� violation of section 7209,sub-division 2, of the WOOD FENCE JOHN C. E H LE R5 LAND 5 U RVEYO R fa C. X64 New York State Education Law" --0� � Tf"U�N Ffo "Only copies from the original of this survey marked with an original of the land surveyor's stomped seal shall be considered to be valid true v"• coples- G EAST MAIN STREET N.Y.S. LIC. NO. 50202 �ttL} "Certifications Indicated hereon signify that this r- t'' ��• survey was prepared In accordance with the ex- Area = 16,995 sa. Ft. RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 c f F Is ling Code of Practice for Land Surveys adopted Area = 0.39 Acres C1 <y, by the New York Slate Association of Professional Aj Q` Land Surveyors Said certifications shall run only 0 to the person for whom the surve s prepared, longlslandlandsurveyor.com c Sp �• p , pep GRAPHIC SCALE 1 301 �(�`.w•„•✓N�V and on his behalf to the title company, governmen- �,d lol agency and lending institution listed hereon, and '� e`1, •-'� o the assignees of the lending Institution Ceruflco- 1 4-1 5 1 tions ore not transferable to additional inslilu t ions 5 U RVEY Of PART, Of LOT 10 AND LOTS I I * 12 N AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 19C.I AS MAP NO. 3434 SITUATE: PAYVIEW TOWN : SOUTHOLD PROPERTY ALSO SHOWN ALOT 2 HEALTH DEPARTMENT tl� E SUBDIVISION MAP OF JOSEE PH HERZOG�CAROL BRADY SUFFOLK COUNTY, NY SURVEY 11-17-201 G P b PROP. O 1-24-2017 SUFFOLK COUNTY TAX# , ' ow\ 1000 - 76 - I - 2I .2 SOP SUFFOLK COUNTY HEALTH DEPT. 0 x 'c REF R0-14-00-0080 CERTIFIED TO �001, JOHN CHIARELLI �p�Q�j��\\ Q\ \ 51)� Ct _ \ O'c TdP501L 5TOCKPILE pQ�pJ�j`o ` \ I\/ 6005E / ti , O Q YVj,�� \- \ , /O 0 1'LP 0 � �J a Q \w Quo NOTES: 0(j q) \� ALL ADJOINING PROPERTIES WITHIN 150'ARE \`//!/� �� 4). SERVICED BY PUBLIC WATER SOUTHOLD TOWN PROPOERTY ZONE R 40 SETBACKS REFERENCE TOWN CODE 280-124 .ILO TEST HOLE DATA NONCONFORMING LOTS 7 McDONALD GEOSCIENCE LOT NUMBERS REFER TO'MAP OF G005E NECK' 04-19-2011 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE DARK BROWN LOAM OL ON NOV. 22, 1948 AS MAP NO I GG3 05, CONTOUR LINE SHOWN THUS —--—XY—--— BROWN SILTY SAND 5M REFERENCE NGVD 1929 DATUM O 4 0' LOT COVERAGE CALCULATIONS- 0 {r' Q� PROPOSED 3 BEDROOM HOUSE- 1,775 SQ. FT. or 10.4% PALE BROWN FINE SAND SP TOTAL COVERAGE 1,775 SQ. FT. or 10.4% MAX ALLOWABLE 20%O w~10 3' WATER EL. 1 8' DRAINAGE SYSTEM CALCULATIONS: DRIVEWAY AREA= 1,0 15 SQ. FT. WATER IN PALE BROWN FINE SAND SP 1'0 15 SQ. FT.X 0.17= 173 175/42.2=4.1 VERTICAL FT. OF 8'DIA. LEACHING POOL REQUIRED PROVIDE(1)8'DIA.x 5' STORM DRAIN POOLS 17' COMMENTS WATER ENCOUNTERED DRAINAGE SYSTEM CALCULATIONS: 10.3'BELOW SURFACE ROOF AREA=I,8GG SQ. Ff 2,695 5Q. FT.X 0.1 7=318 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 58/42.2=8 VERTICAL FT. OF 8'DIA. LEACHING POOL REQUIRED PROVIDE(2)8'DIA.x 4' STORM DRAIN POOLS MAIN HOUSE INVERTS NOT TO 5CALE 5%SLOPE MAX LOCKING CAST 2d MIN FROM OVER TO GRADE FF ELEVATION 1.4.5 LEACHING FOOLS , X90 5 OPE M GRADE EL=13.0 GRADE EL= 12 EL= 12.. 1'MIN 2'MAX INV=1 1 0 INV=1 1 6 INV=1 2 0 INV=I O 8 , I/8°PER FOOT SEPTIC TANK B'DIA x 9 DEEP 1000 GALLON D15TPJBlfnON POOL 3 0 Mln ----------- ------------------------ — GROUNDWATER ELEVATION 1 8 NOTES iy" ® o., "Unauthorized alteration or addition to a survey map beanng a licensed land surveyor's seal Is a MONUMENT FOUND C. violation of section 7209,sub—division 2, of the JOHN C. E H LE R5 LAND 5 U RVEYO �, t�"�'Eti�� New York Slate Education Law" —ir WOOD FENCE Q .S\��✓ "Only copies from the original of this survey N marked with an original of the land surveyor's ` A stomped seal shall be considered to be valid true 8 copies" 6 EAST MAIN STREET N.Y.5. LIC. NO. 50202 "Certifications Indicated hereon signify that this survey was prepared in accordance with the ex— Area = 16,995 5a. Ft. RIVERIIEAD, N.Y. 1190 I 369-8288 Fax 369-8287 r{3 isting Code of Practice for Land Surveys adopted .� by the New York State Association of Professional Area = 0.39 Acres S t `�Q� Land Surveyors Said certifications shall run only GRAPHIC SCALE 111 30' lon915landland5urveyor.com ��j NDS �` to the person for whom the survey Is prepared, q and on his behalf to the title company, governmen— tal agency and lending institution listed hereon, and o the assignees of the lending institution Certifico- 14-1511 tions are not transferable to additional mstdulions tt - REScheck Software Version 4.6.3 �7 Compliance Certificate Project PROPOSED RESIDENCE D Energy Code: 2015 IECC D Location: Southold, New fork Construction Type: Single-family MAR 13 2017 Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 11% BUILDING��'�. Climate Zone: 4 (5572 HDD) ®WN OF ®UTA®SID Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 425 Smith Dr.� JEC Homes Inc robert higins Southold, NY PO Box 313 Robert Higgins Architect Babylon, NY 11702 Wading River, NY 631-208-3351 rarchibob@aol.com Compliance. 6.6%Better Than Code Maximum UA: 391 Your UA. 365 Maximum SHGC• 0.40 Your SHGC• 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity cont. U-Factor UA Assembly. or R-Value R-Value Perimeter 1,742 30.0 0.0 0.033 57 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 650 15.0 3.0 0.061 141 Wall 1:Wood Frame, 16" D.C. 2, Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 245 0.300 74 SHGC: 0.30 38 0.400 15 Door 1: Solid 18 0.200 4 R5 steel insulated: Solid 40 0.300 12 Door 3: Glass SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,080 38.0 0.0 0.030 32 880 30.0 0.0 0.034 30 Ceiling 2: Cathedral Ceiling Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck-Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. robert higgins A4M&&6 . � 3/07/2017 Name-Title Signature V U Date Project Notes: ENERGY EFFICIENCY IS IN ACORDANCE WITH CHAPTER 11 TABLE N1102.1.2 - INSULATION AND FENESTRATION Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 1 of 10 No Sthld\energy 425 smith Dr.rck i REQUIREMENTS BY COMPONENT Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 2 of10 No Sthld\energy 425 smith Duck REScheck Software Version 4.6.3 inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Seco®ri ' _ :;,Plans`.1/erif➢ei9 . ;`Field Verified, Carnplies3. Comment`s/A'ss'umptions #. `Pre-lnspeetionMan:Revietir -Value, - _`,value _ - 6i Req.ID' ❑Complies 103.1, ;Construction drawings and __3,t _ ❑Does Not 103.2 'documentation demonstrate [PR1]1 energy code compliance for the ;❑Not Observable ;building envelope.Thermal = - _ ❑Not Applicable envelope represented on construction documents. - - _ --_ElComplies Construction drawings and ❑Does Not 103.2, ;documentation demonstrate *_ 403.7 'energy code compliance for GYr - ,❑Not Observable r,, [PR3]1 lighting and mechanical systems. t" _ _ ` _ = ❑Not Applicable ,Systems serving multiple ,dwelling units must demonstrate _ compliance with the IECC Commercial Provisions. Heating:/ ❑Complies 302:1,`4 Heating and cooling equipment is, Heating: ; Btu/hr ❑Does Not 403:7 $sized per ACCA Manual S based Btulhr [PR2]?.' `s on loads calculated per ACOA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr `❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier Medium Impact(Tier 2) ,, Low Impact(Tier 3) Report date: 03/07/17 Project Title: PROPOSED RESIDENCE Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 3 of10 No Sthld\energy 425 smith Dr.rck Toundatiori,inspection C®ev�plses?`y .Corraments/Ans 303.2:1,';:;>A protective coveringisinstalled to UComplies protect exposed exterior insulation T❑Does Not N, and extends a minimum of 6 in.below rade. ;❑Not Observable g T❑Not Applicable 403:9,';= "-')'Snow-and ice-melting system controls!❑Complies [F012]z;_,_,y installed. '❑Does Not = ' A ;❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 4 of 10 No Sthld\energy 425 smith Dr.rck 7 777 7 Pians n�/erified _Field;,Vee i4ied ' 'g 's?- :Coeergeebtslssueaiptc®ras': in itou 9�=iri`Ims�e�tioin _ V_ aloe` ��r�p, e " IFcam g/ 9 Value•`- 8c U_ ;❑Compiles See the Envelope Assemblies 402.1.1, ;Door U-factor. U- table for values. 402.3.4 ,❑Does Not [FRI]1 ❑Not Observable ❑Not Applicable U_ •❑Complies :See the Envelope Assemblies 402.1.11 Glazing U-factor(area-weighted U- '❑Does Not ;table for values. 402.3.11 'average). 402.3.3, ;❑Not Observable 402.3.6, '❑Not Applicable 402.5 [FR211 303.1.3 U-factors of fenestration products;- []complies [FR4]1 ;are determined in accordance __ -- __ _- ❑Does Not { � +with the NFRC test procedure or = ❑ :"4;: _ _ Not Observable ; 'taken from the default table. _ _ ., ' ❑Not Applicable thermal barrier ,❑Complies 402.4.1.1 ;Air-barrier and °❑Does Not [FR23]1 'installed per manufacturer's instructions. =- __- _ ❑Not Observable ,,,,[]Not Applicable 402.4.3 Fenestration that is not site built _f'£ _ -_ ❑Complies [FR2011 is listed and labeled as meetingbzs. ❑Does Not :HAMA/WDMA/CSA 101/1.5.2/A440 '[]Not Observable 'or has infiltration rates per NFRC += - 7,, __ - __a❑Not Applicable `400 that do not exceed code limits. 402`'. 5° IC-rated recessed lighting fixtures`'> `" ❑Complies FR16]?` ---,sealed at housing/interior finish 4_= - y•y ;_;❑Does Not [ and labeled to indicate s2.0 cfm ..' =r 1` - = ',r[]Not Observable leakage at 75 Pa. ❑Not Applicable ;❑Complies 403.2.1 u,Supply and return ducts in attics [FR12]1 ;insulated>=.R-8 where duct is>_ ,❑Does Not 3 inches in diameter and h '' "` `'❑Not Observable ; >= - _� _� _ - - " ` - ;. ; - ' R-6 where < 3 inches.Supply and ;❑Not Applicable :return ducts in other portions of Ahe building insulated >= R-6 for diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. 403:3.3:5`_'Building cavities are not used as _ ',,[]Complies jFR15)3' ;ducts or plenums. = _ _ ❑Does Not ❑Not Observable '1 ❑Not Applicable 403:41 '.HVAC piping conveying fluids R- R- ❑Complies ; 2 ;❑Does Not ['FR17] above 105°F or chilled fluids below 55 4F are insulated to?R- ;❑Not Observable 3. ❑Not Applicable 403.4`.1 Protection of insulation on HVAC F i '°.❑Complies [FR24]1 piping. {` ❑Does Not ,,[]Not Observable ❑Not Applicable 4035°. , pipes F R- ❑Complies 3;r= Hot water are insulated to R- :❑Does Not >- ❑Not Observable .❑Not Applicable t❑Complies 403.6 Automatic or gravity dampers are` :_' _ ' z` { „ _ _ = ❑Does Not [FR19], "' installed on all outdoor air - intakes and exhausts. _°- _ ❑Not Observable `; 5• _ ❑Not Applicable 1 High Impact (Tier 1) 2"' Medium Impact(Tier 2) =3' Low Impact(Tier 3) Report date: 03/07/17 Project Title: PROPOSED RESIDENCE Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�echomesofthehamptons\425 Smith Dr Page 5 of10 No Sthld\energy 425 smith Dr.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 6 of 10 No Sthld\energy 425 smith Dr.rck Sectl 'Plans'Verified Ifie!o9;Veifie tl ;insulatiob lras arch®n,: - _ ®eriplies?'' -,Cohiin��its)/Assaaeei'ptions .Va'lue' `Value's; Sc iteag�lllQ: ?4F +J 303.1 °_ All installed insulation is labeled - ❑Complies 2: 6 -a or the installed R-values _ _ ,_ ❑Does Not rovided. ' ❑Not Observable Jell ❑Not Applicable 402.1.1,` ;Floor insulation R-value. R- R- ';❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood '❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable +❑Not Applicable ' 303.2, ;Floor insulation installed per - __ =- 1❑Complies ,,^., 402.2.7 'manufacturer's instructions and +- `= a❑Does Not [IN2]1 in substantial contact with the _ - J❑Not Observable 1 underside of the subfloor, or floor .framing cavity insulation is in ..r•.;❑Not Applicable contact with the top side of ;sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the i top of all perimeter floor framing members. _J 402.1.1, :Wall insulation R-value. If this is a, R- R- ;❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least lh of the ❑ Wood ;❑ Wood E] Mass ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ; 1❑ Mass ;❑Not Observable , [IN3]1 ,exterior,the exterior insulation ; i requirement applies (FR10). ❑ Steel ;El Steel (❑Not Applicable 303.2 Wall insulation is installed per _ „`'; ",-:-�f'❑Complies [IN4]1 imanufacturer's instructions. ''" _ '"_- ik= `'"-"`•'' ❑Does Not ❑Not Observable , q,, �❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'] Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 7 of10 No Sthld\energy 425 smith Dr.rck 77 sec 06, :':.. IF A#` ''`Final Iri pection Pao�+isaoras_ ' la�n's'Verigied = Field`,1/eri�led : CgrnP1ies" FCornrnbnti/Assaarea'jS ons'' :119:• Value'- -�Iaicae- 402.1.1, Ceiling insulation R-value. R- R- '❑Complies `See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ;❑ Steel :[]Not Observable 402.2.6 [Fill' •❑Not Applicable 303.1.1.1, ;Ceiling insulation installedper ;❑Complies 303.2 manufacturer's instructions. - s; -°F' _ ❑Does Not [F1211 ;Blown insulation marked every 300 ftz. ` ❑Not Observable , ❑Not Applicable Vented attics with air permeable _ 'r r _ ;z; _ ❑Complies (F122j2"';_ insulation include baffle adjacent = = 't' = t' ~:❑Does Not -to soffit and eave vents that _ V` '' F = '❑Not Observable ; {extends over insulation. _ _;,��` ❑Not Applicable 402.2.4 ?Attic access hatch and door R- R- .❑Complies [FI3]1 insulation zR-value of the ❑Does Not adjacent assembly. ❑Not Observable f❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 , cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ' ftz ftz :❑Does Not =3 cfm/100 ft2 without air ❑Not Observable ' handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies (FI27]1 determine air leakage with ftz ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable , pressure differential of 0.1 inch ;❑Not Applicable `w.g,across the system including the manufacturer's air handier enclosure if installed at time of .test.Postconstruction test:Total ' leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; handler enclosure. 403.3.2.1 ,Air handler leakage designated _ti , ='F_ _ _;,; :❑Complies [FI24]1 ;by manufacturer at<=2%of - <-'= ,_ ❑Does Not design air flow. _Y 3❑Not Observable ❑Not Applicable 403:1.1;'`_ Programmable thermostats h❑Complies !F_ja? = -?installed for control of primary -Y; ``❑Does Not heating and cooling systems and F initially set by manufacturer to - ;= s ❑Not Observable Y�; = code specifications. a °„ ❑Not Applicable 403:1!2_ -� Heat pump thermostat installed _ - ❑Complies on heat pumps. 3 ,r a„ `c. ;❑Does Not ❑Not Observable ' xRn JONot Applicable :403`.5:1-'° =Circulating service hot water ❑Complies systems have automatic or - - _ T❑Does Not 5 accessible manual controls. ;`; - r,.. =�❑Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) = Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesoftheham ptons\425 Smith Dr Page 8 of 10 No Sthld\energy 425 smith Dr.rck Se`ctioro .__ ;_ _ Piens l/erifieai` F eld`Verifaeil Ctimpiies _,•'.` "` ® ineiat % .sstVrai'�iti®ras'` # Firaal'i�2spectoea 6?Povisi®ris_ _ Value': Value' _ &„Rema®=` .._ _ _ _ - - °,,. -_ ,, -� _ - :; .,,:_ - -•, ,--'' -•_ • - .403:6:1 _ All mechanical ventilation system = _ ❑Complies a° ❑Does Not [1`12'5]2 ;fans not part of tested and listed - -_:HVAC equipment meet efficacy =k` _'L ❑Not Observable and air flow limits. -_ = _ ❑Not Applicable 'ter, 403.2*' _ "Hot water boilers supplying heat = _ _ r,c;° :❑Complies ' [1`12612* ;,through one-or two-pipe heating i; _ _ _ '❑Does Not systems have outdoor setback `1 4`N°'= ❑Not Observable `control to lower boiler water i. E1 Not A licable ;temperature based on outdoor PP -.temperature. v❑Complies 403.5:1 I' Heated water circulation systems , ❑Does Not [Flzgj21 have a circulation pump.The system return pipe is a dedicated ,:+_ ::a,- - ;k, []Not Observable return pipe or a cold water supply -'1` -- _ :c ;_ ❑Not Applicable IP Gravity and thermos- f'__ `,`• _ _ _ syphon circulation systems are ;:` not present. Controls for circulating hot water system 2 4 j-pumps start the pump with signal .for hot water demand within the occupancy.Controls s automatically turn off the pump when water is in circulation loop :,,,,vp, is at set-point temperature and - s _ no demand for hot water exists. - 403:5.12;Electric heat trace systems „ _ ”' :r, ;`` ❑Complies ;;, [ 129]?' _ :comply with IEEE 515.1 or UL t- '❑Does Not 515.Controls automatically -F=Y _ _`` , `- _ ' " :`>'-';[:]Not Observable adjust the energy input to the _ _ `>' '_ ❑Not Applicable -- heat tracing to maintain the - - desired water temperature in the _ piping. Water distribution systems that = _ _ _ '❑Complies have recirculation pumps that __ ,= _`' =- - -- - _ _ _ -[]Does Not pump water from a heated water []Not Observable !supply pipe back to the heated ❑Not Applicable water source through a cold - - ?u.'•- water supply pipe have a `- - demand recirculation water ;;system. Pumps have controls 1 = _ - that manage operation of the _ "pump and limit the temperature of the water entering the cold • - Yt_ - - - f water piping to 1049F. 403:5:4* °Drain water heat recovery units '= _ :_ _ ❑Complies [F13-112-'' x ,,tested in accordance with CSA J°. „_ []Does Not `855.1.Potable water-side ❑Not observable `pressure loss of drain water heat ;❑Not Applicable recovery units< 3 psi for individual units connected to one or two showers.Potable water- a ;side pressure loss of drain water i heat recovery units < 2 psi for ;individual units connected to three or more showers. _ 404.1 .75%of lamps in permanent j' -';[]Complies [FI6]1 'fixtures or 75%of permanent =❑Does Not Mixtures have high efficacy lamps. _ ,_' ;❑Not Observable Does not apply to low-voltage ❑Not Applicable lighting. []Complies 404:1:1, !Fuel gas lighting systems have _ = [1`12313, ino continuous pilot light. ❑Does Not i ❑Not Observable ❑Not Applicable 1 1 Hidh Impact(Tier 1) 2- Medium Impact(Tier 2) •=3 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 03/07/17 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\425 Smith Dr Page 9 of10 No Sthld\energy 425 smith Dr.rck ` . Ina,Ins ue- ^ Compliance certificate posted. 413 Not --,DNot Observable "-'E]Not Applicable (iii, .2'mechanical and water heating Not systems have been provided. E]Not Observable I.,E)Not Applicable AdditionaUCommments/Amaummptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) PnojectTitle: PROPOSED RESIDENCE Report date: 03/07/17 Data filename; CAUsers\Admin\Docurnents\COPY D 1104\builders�echomesofthehamptons\425 Smith Dr Page lOof1O NoSth|d\energy4ZS smith Dr.rck 2015 MCC Energy Effidency Certofocat(O Insulation Rating R. -Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): SHOG ®. Window 0.30 0.30 Door 0.30 0.30 Cooling'Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments ,PPRO ED AS NOTED DATE: - B.P.#�� FEE: 4, 10DBY: DRAINAGE INSPECTIONS ARE REQUIRED NOTIFY BUILDING DEPART AT Contact TOS Engineering at 7651560 before 765-1802 8 AM TO 4 PM FOR THE Backfill,OR Provide Engineer's Certification FOLLOWING INSPECTIONS: that the drainage has been Installed to Code. 1. FOUNDATION - TWO REQUIRED FCR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ELECTRICAL 3. INSULATION INSPECTION REQUIRED 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW TRUSS PLACARDING REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICAT10iJ :,0N.:j_,EAD CONTENT BEF , COMPLY WITH ALL CODES OF CERTIFICATE OF OCCU )A fJ,'Y NEW YORK STATE & TOWN CODES SOLDER USED IN K/A TE AS REQUIRED AND CONDITIONS OF SUPPLY SYSTEM CANNOT ZI_ N_ nQM ZBA EXCEED 2/10 OF 1% LEAD. S07HOLD TOWN TRUSTEES- PUMBING. RC N.Y.S.DEC - ALL PLUMBING WASTE t-•&WATER LINES NEED TE57IR1G BEFORE COVERI fG OCCUPANCY OR DO,NOTPROCEED.WITH PRAMINO UNTIL SURVEY USE IS UNLAWFUL °OF FOUNDATION LOCATION WITHOUT CERTIFICATE IJAS BEEN,APPROVED., OF OCCUPANCY r GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code BASED ON TABLE 8602.3 (1) IRC 2015 with amendments by New York State. NAILING SCHEDULE Code books included but not limited but not limited to: 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be 2015 International - Residential Code; Building Code; installed in accordance with the manufacturers latest installation details, TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED L.L. Energy Conservation Construction Code; Plumbing code; Fire code; Framing connectors, Allowable Hole diagrams, specifications, etc. DWELLING - GARAGE SEPARATIONA / DESCRIPTION NUMBER AND TYP SPACING AND Mechanical code; Fuel gas code; Existing building code; Property maintenance code "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv = 285 psi LIVE OF FASTENER LOCATION ALL CODES shall supercede the drawings and shall be incorporated into the "Parallam PSL" Design Stress: E - 2.0, Fb = 2,900 psi, Fv= 290 psi SEPARATION MATERIAL USE LOAD drawings WHETHER they are indicated on the Plans or NOT. "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Uninhabitable attics without storage 10 ROOF FRAMING EQUIVALENT TO THE GARAGE SIDE 4-8d BOX (2-1/2")OR 10. BASEMENTS, each sleeping rooms in basement NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Uninhabitable attics with limited storage 20 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 2. Additional reference standards utilized: p' g FROM HABITABLE ROOMS ABOVE THE GARAGE AMERICAN FOREST & PAPER ASSOCIATION and every sleeping room shall have at least one BOARD Habitable attics&attics served with fixed stair 30 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Wood Frame Construction Manual for one and two family dwellings openable emergency escape as follows: STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIESATTACHED TO PARALLEL 3-8d COMMON EACH JOIST,TOE NAIL 140 MPH 2015 Edition. Prescriptive and engineered methods. Sill height of not more than 44 inches above the floor. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD Balconies(exterior)and decks 40 3 RAFTER APS OVER PARTITION TABLE 8802.5.1(9) EACH LAP A. Minimum net clear opening of 5.7 square feet. Fire escapes 404 CEILING JOISTS ATTACHED TO PARALLEL 3. Written Dimensions take precedence over scaled dimensions Except grade floor openings shall have a minimum net clear GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER HEEL JOINT) TABLE 8802.5.1(9) EACH LAP opening s DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 E)KTERIOR WALLS THAT ARE WITHIN THIS AREA COLLAR TIES 4-10d BOX (3") OR p 9 of 5 square feet. 5 4. The contractor prior to the start of construction shall verify all B. Minimum net clear opening height shall be 24 inches. Guard in-ell components 50 OR 1-1/4"X 20a RIDGE STRAP 3-10d COMMON 3" FACE(NAIL TO EACH RAFTER dimensions, existing or new and be responsible for field fit. C. Minimum net clear opening width shall be 20". 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE(NAILS ON ONE SIDE AND OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY passenger vehicle garages 50 4-10d BOX 1 TOE(NAILS ON OPPOSITE SIDE D. emergency escape and rescue openings shall be operational WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE OF EACH RAFTER OR TRUSS 5. The mechanical systems, electrical systems, plumbing systems from the inside of the room without use of keys or tools. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL Rooms other than sleeping rooms 40 and solar energy systems, shall be installed in accordance under 4-16d OR latest State approved Building Codes. All systems are to be designed, 11. STAIR HANDRAIL: Provide Handrail on at least one side of each Sleeping rooms 30 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1od COMMON TOE NIAIL installed, specified by the general contractors; HVAC, continuous run of treads or flight with FOUR OR MORE RISERS. Stairs 40 3-16d BOX OR W electrical or plumbing sub-contractors. Electrical certificates are to Handrail Height measured above stair tread nosing, shall not be less than 2-16d COMMON END NIHIL V be provided the electrical contractor. 34 inches and not more than 38inches. All Handrails shall be continuous the full length of the stair from a point directly above the top riser of a flight WALL FRAMING Z �-- 6. All New Footings shall bear on Virgin, undisturbed soil with an assumed to a point directly above the lowest riser of the flight. Handrails adjacent to TABLE R301.2.1.2 NYS IRC Windbtorne Debris protection 16d COMMON W ry bearingcapacity of 2000 pounds per square Foot. All Footings Shall be 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C. FACE NAIL P Y P p q 9 a wall shall have a space of not be less than 1-1/2 inches between the wall FasteningSchedule for wood structural panels 3.5"x 0.162") 0 O g responsibility 9 and the handrail. see IRC code for exceptions. Refer to p ALLOWABLE MEMBERS OF ALLOWABLE 36" below rade Minimum. It shall be the res onsibilit of the general STUD To STUD AND ABUTTING STUDS AT 166 BOX contractor to verify the depth of all existing footings disturbed by construction. IRC Code for grip size specifications. STRUCTURAL MEMBERS DEFLECTION 9 16"O.C. FACE NAIL INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" (� z Fastener Panel Span Panell Span Panel Span Rafters having slopes greater than 3/12 with 16d COMMON V Type Less than or less than or less than or g 1 O BUILT-UP HEADER 3_ 16"O.C. FACE NAIL ALONG EDGES W _ • Z Z Where the buildingofficial determines that in-place soils with an allowable Yp no finished ceiling attached to rafters L/180 ( 1/2"x 0.162") /y L p 12. GUARDS: Porches, balconies or raised floor surfaces located more than 30 inches equal to 4 feet equal to 6 feet equal to 8 feet 11 CONTINUOUS HEADER To STUD 5-8d BOX(2-1/2"X0.113") TOE NIHIL � LL - bearing capacity of less than 1,500 psf are likely to be present at the site, above the floor or grade below shall have a railing not less than 36 inches Interior walls and partitions H/180 OR 4-8d COMMON Q the allowable bearing capacity shall be determined by a soils investigation. in height. Railings shall have Top rails and Balusters and Bottom rails that are No 8 Wood screw 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL 0 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 16 inches 10 inches 8 inches Floors and ceilings L/360 ° ° based anchor with DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH W 7. Cast-in-place concrete shall be air entrained; 5% < 7% total air by the riser, tread and bottom rail of the Guard rail at the open side of a stairway 2 inch embedment on center on center on center All other structural memebers L/240 SIESMIC BRACED WALL LINE SPACING<25' 8-166 COMMON OR FACE NAIL ON EACH SIDE OF END content by volume and have an ultimate compressive strength at are permitted to be of such a size that a 6 inch sphere cannot pass through. 12-166 Box JOIST)MIN 24"LAP SPLICE LENGTH) O _ O O 28 days of 3000 psi. Except exposed slabs, garage slabs and steps lenght Exterior walls with stucco finish H/iso 13 Y p p p 9 p Open sides of stairs with a total rise of more than 30 inches above the floor or DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-166(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END shall be 3500 psi. All work shall be in accordance with the 2015 rade below shall have guards not less than 34 inches in height measured Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING>25' JOIST;)MIN 24' LAP SPLICE LENGTH) 0- '^ [- _ 9 9 g No 10 Wood screw LIz4o v, International building code and NYS amendments. vertically from the nosing of the treads. based anchor with 12 inches 9 inches 16d COMMON 3- All Concrete shall conform to the latest ACI standards. 16 inches Exterior walls-wind loads/flexible finishes L/140 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST ( 112")OR 16"O.C. FACE NAIL O � O U 2 inch embedment on center on center on center OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL LLL�...LLL/ 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window lenght L=span length,H=span height N W Reinforcement: Steel reinforcement shall comply with the requirements opening is located LESS than 24 inches above the finished floor and GREATER 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL 0- �' v) of ASTM A 615, A 706 or A 996. Wnimum yield strength of reinforcing than 72 inches above the finished grade or other surface below on the exterior OR BLOCKING (AT BRACED WALL PANELS) 2 166 COMMON 2 EACH 16"O.C.FACE NAIL steel shall be 40,0000 psi (grade 40), required reinforcement shall of the building, the window must be provided with a window opening control device a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 16 3-16d BOX END NAIL co be in accordance with IRC Table R404.1.2(3), R404.1.2(8) that compiles with IRC R312.2.2. Window Opening Control Devices. WOOD HEADER SCHEDULE TOP OR BOTTOM PLATE TO STUD 2-16d COMMON E o b.Fasteners shall be installed at opposing ends of the wood structural panel. c m WW Location of Reinforcement: The center of vertical reinforcement in basement Fasteners shall be located a minimum of 1 inch from the edge of the panel. NOMINAL LUMBER SIZE: SPANS: 3-10d BOX m° o E E 14. No backfill shall be laced against the foundation walls 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL -o rn c � � D walls shall be located at the centerliine of the wall determined from tables p g 2 166 COMMON m E until the first floor framing is in place or brace the foundation c.Anchors shall penetrate through the exterior wall covering with an embedment length of y` �� E o R404.1.2(2)through R404.1.2(7). Vertical reinforcement in basement walls not less than 2 inches into the buildingframe. Fasteners shall be located not less than (z)2X6 UP TO 3'-0" ° `o u c c N 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL °v `t= `o ° c y c determined from table R404.1.2(8) shall be located to provide a maximum 2-1/2 inches from the edge of concret block or concrete. 2-8d COMMON _ ' D ( ) p 15. Double joists under parallel partitions and under whirlpool tubs. (z)2X8 T-0"To 6-0" N o, ° �.�s `o cover of 1-1/4 inches from the inside face. Double around openings in floor and roof framing. _ " .a � � �' - g d.Where screws are attached to masonry ormasonry/st:ucco,they shall be attached c D•F) 0,2 � m o using vibration-resistant anchors having a minimum ultirnate withdrawal capacity of (2)2X10 6'-0"TO 8'-0" m 2 `D a "�, "Y Concrete basement foundations shall have horizontal reinforcement as follows: 1,500 pounds. c a= y Y = a 0 16. Metal flashing shall be installed were concrete abuts wood, t 2 - 3 L'0.= 3 r- (2) 3 Based on R404.1.3.2 ( includes basement entrances and window wells) and were decks abut house framing. 2x12 s'-o"TO 10'-0" - o o o D t 2 N a s Z0800 o 8 y c aU mL cw- < 8 Wall Height: One#4 bar within) 12 inches of the top of wall and Exterior glazing in buildings located in Wood-Borne debris regions shall m C� - °wCh tm One#4 bar near mid-height of wall. 17. Install 'Dist hangers at all flush structural load bearing conditions. g g g g POSTS SHALL BE 4X4(NOMINAL) s r=a� -Fa o 0-§.2 E > 8'Wall Height: One#4 bar within 12 inches of the top of wall and g g be protected from wind borne debris. FLOOR FRAMING C 5 Do Glazed opening protection shall meet the Large Missle test ASTM E 1996 "NOTE:ALL SIZES CALLED OUT ON ANY OF o -o t ,o One#4 bar near the third points in the wall story. 18. All habitable rooms shall be provided with aggregate glazing area and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 THE FOLLOWING DRAWINGS WILL 4-Sd BOX r'r N�° s= E 2" o D_ of not less 8 percent of the floor area of that room, and the minimum Garage door glazed opening protection far wind borne debris shall meet SUPERCEDE THIS SCHEDULE. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL E 2 - P co U � =U c 8. Base design value for visual) graded dimensional lumber: Joists, studs 3-8d COMMON .. z W a a M 0 „ 12 D N N S'- (6 U D.0 0 9 Y 9 openable area to the outdoors shall be 4 percent of the floor area being ANSI/DASMA 115. Areas within hurricane prone regions: within 1 mile = o =� _ C N D "' Rafters and5All Framing lumber shall be DOUG-Fir#2 or better, ventilated. Refer to IRC Residential Code section R303 g NOTE:USE(3)2x HEADERS AT ALL 2x6 22 RIM JOIST, BAND JOIST IO BLOCKING TO SILL OR TOP 8d COMMON 6"O.G.TOE NAIL N E a.E o a E-1.6 X 10 , Min. Fb for dimensional lumber= 850 psi of the coastal high water line were the ultimate design wind speed is EXTERIOR WALLS PLATE(ROOF APPLICATIONS ALSO) 106 Box 130 miles per hour or greater. 2- 1Od BOX 19. All window and door headers to be 2-2x10 unless noted otherwise. 23 BLOCKING TO JOIST EACH END Z ALL EXTERIOR LUMBER Shall be ACID requiring the following: 2-8d COMMON mum oneIRC TABLE 8802.5.1 a.) All Fasteners shall be HOT DAPPED GALVANIZED ASTM A 153 class D 20. Vent dryers to exterior as per IRC Section M1502 A. EXCEPTION: W - _ Wood Structural panels with a minimum thlickss of 7/16 inch 9 4-166 BOX OR STAINLESS STEEL. STAINLESS STEEL SHALL ONLY BE USED ( ) 24 BLOCKING TO SILL OR TOP PLATE TOE MAIL W i12 Vent range hoods as per IRC Section M1503 and a maximum span of 8 feet shall be permitted for opening RAFTER/CEILING JOIST HEEL CONNECTION 3-166 COMMON � �, U � � WITH-IN ONE MILE OF THE WATER. Bathrooms/mechanical ventilation as per IRC Section M1507 protection. Panels shall be recut& predrilled to cover the lazed openings W p p p g3-16d COMMON b.) Use Copper flashing Only against ACID Lumber Sill Plates25 2" PLANKS(PLANK&BEAM f1.00R&ROOF) AT EAiCH BEARING,FACE NAIL J W Z CD c. All Structural connectors i.e. Simpson strop Tie or USP, etc with attachment hardware provided in the table below. RAFTER RAFTER GROUND SNOW:20 PSF 4-10d BOX Z _J P 9- 21. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per Z - d' Label all panels and store in a clean dry area of the house. SLOPE SPACING shall be Hot-Dipped Galvanized or Stainless Steel. the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ROOF SPAN -J Z Q Attachments shall be provided in accordance with the table 26 BAND OR RIM JOIST TO JOIST 4-106 BOX PER JOIST0 Q � outside of each separate sleeping area in the immediate vicinity of the bedroom as follows: 3-16d COMMON W O c~3 V1 ENERGY NOTES and on each story of the dwelling, including basement and cellars and not less than 12 FT 20 FT 28 FT 36 FT H: (� W E 27 BUILT-UP GIRDERS AND BEAMS 106 BOX 24"O.C.FACE NAIL TO OP&BOTTOM W i0 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be STAGGERED ON OPPOSITE SIDES V I-- (D1. All design & construction in compliance and built accordingly to the interconnected and hard-wired to a commercial source. NUMBER OF 16D COMMON NAILS Z N 2015 International Energy Conservation Construction Code and the WHENEVER an alteration, addition, or conversion is made to an Existing 3: 12 16"O.C. 5 8 10 13 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOI OR RAFTER,FACE NAIL 4-16d BOX W J Q 2016 ECNYS supplement. The authority having jurisdiction shall be Residence, the smoke detection system of the ENTIRE residence must be (DW permitted to determine an energy efficiency program to exceed the brought up to code, hard-wired and interconnected. 4: 12 16"O.C. 4 6 8 10 29 BRIDGING TO JOIST 2-1od BOX EACH END, TOENAIL energy efficiency required by this code. 21. Carbon Monoxide Alarms: Shall comply with: IRC R315, IFC Section 915 as 5: 12 116"O.C. 3 5 6 a All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy amended by the NYS supplement. UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND efficiency, International mechanical code international energy conservation code 7: 1z is"O.C.oc3 a 5 s PARTICLE BOARD WALL SHEATHING TO FRAMING Y � 9Y All CO alarms shall be connected to the lighting circuit with no intervening wall switch. and the 2015 ICC and 2016 NYS Supplement. Battery-powered alarms are not allowed. CO alarms are required within each 9: 12 16"O.C. 3 4 4 5 dwelling unit on each story containing sleeping area, within 15 feet of each and SPACING OF FASTENERS It shall be the responsibility of the General contractor or his consultant to submit every sleeping areas. - 1z: 1z is"o.c. 3 3 4 4 DESCRIPTION OF NUMBER AND TYP BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING 0 in detail the design, calculations, drawiings, written statements of the mechanical, 1/2" structural plywood OF FASTENER PANEL EDGES I`- H air conditioning, ventilation. heating systems new, existing or upgraded) SUPPORTS GABLE END WALL FRAMING 9 g Y ( � 9 P9 ) 22. WALL BRACING: Buildings shall be braced in accordance with IRC section 8602.10, or when Panel, Attached to THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE o BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 6d COMMON(SUBFLOOR,WALL) A N 0 stamped by a professional engineer if required by the Owner or Building Dept. applicable, section R602.12. or section R602.10.4.2 Continuous sheathing methods. Frame in accordance 30 3/8"- 1/2" 8d COMMON ROOF 6" 12" 6" Z LOCATED HIGHER IN THE ATTIC THE HEEL JOINT (ROOF) � with Table R301.2.1.2 CONNECTION SHALL BE INCREASED AS FOLLOWS: W 2. A permanent certificate shall be complleted by the builder and posted on a wall 23. A continuous load path shall be provided to transmit the applicable uplift forces in A } <L International Residential 31 19/32"- 1" sd COMMON 6" 12" 6" � � in the space where the furnace is located. Certificate shall comply with IRC N1101.14 section R80211.1 from the roof assembly to the foundation. Lu code of NYS H c / H r HEEL JOINT AJDUSTMENT FACTOR Z) to J 3. Attic or crawl space access shall be w�eatherstripped and insulated to a level equivalent 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of asphalt shingles EXTERIOR WALL WOOD STRUCTURAL PANELS Z LU q to the insulation on the surrounding suirfaces. shall be tested in accordance with ASTM D 7158 and classified as per Table 8905.2.4.1 1 / 3 1.5 TO RESIST WIND PRESSURES U) of the IRC Residential Code. 1 / 4 1.33 4. Installation -the components of the building thermal envelope shall be installed in accordanc Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or WINDOW UNIT 1 / 5 1.25 MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING with the criteria listed in table 402.4.1.1 Where required by code official, an approv d �p� b� copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. STUD NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL third party and manual "J" submited with plans, Manual "S" & "D" submitted i ��. a C�pn The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. 1 / 6 1.20 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD �� • SQA Minimum number of fasteners as per manufacturer but not less than 4 per strip. 5. Testing - Building or dwelling unit shall be tested and verified having less than or equal to \� 8d COMMON NAIL 1.751NCH 24/16 1/2" 16" O.C. 6" 12" 3 ACH50 in CZ 4A, 5, 6A. testing shalll be conducted by an approved third party& manual "J", 25. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended (2.5"X 0131") T M,y Manual "S" & "D" submitted a r 1 / �5� a\, �\�7 by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT PLYWOOD STORM PANEL dated March 2016. INTERIOR GYPSUM WALL BOARD p� 6. Ducts - Supply and return ducts attics .s all be insulated to a minimum of R-8 @ 3"or greater SHUTTER DETAIL FSI in diameter, and R-6 @ ducts less than 3" in diameter. Diagrammatic Duct locations drawings 26. SOLAR READY DWELLINGS: Shall conform to IRC 2015 Appendix U, International DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R507.2 GYPSUM BOARD FRAMING SPACING OF FASTENERS shall be provided b an approved third) art & Manual "J", Manual "S" & "D" submitted at CO. Refer to General Notes for Panel GYPSUM BOARD V1 p y pp party Fire Code and as amended by the NYS 2016 uniform code supplement. APPLICATION ORIENTATIONTO MEMBERS SIZE OF NAILS fastener requirements. JOIST SPAN THICKNESS TO WOOD FRAMING .� N 6a. Duct Sealing - Ducts, air handlers and filter boxes shall be sealed by an approved third party 27. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 CONNECTION FRAMING SPACING NAILS SCREWS �j � �� „ „ DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' AS'1"TO 14' 14'1"TO 16' 6'1' TO 18' „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS ►'--� � a '� (HERS Rater) & Manual J Manual, 5 & D submitted at CO. 1/2" WALL EITHER DIRECTION 16"O.C. $ 16 �j rn TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES 1/2" DIA. LAG SCREW 30" 23" 1a" 15" 13" 11" 10" 6b. Duct testing - Ducts shall be pressure nested to determine air leakage by an approved third party & 1/2" MAX. SHEATHING „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS W OU (HERS Rater) 7 manual "J" Manual ,"S" & "D" submitted at CO. OF FOUNDATION MATERIALSa 1/2" DIA. THRU BOLT 5/8 WALL EITHER DIRECTION 16"O.C. $" 16" F-0 (� CLASS OF MATERIAL LOAD-BEARING PRESSURE & 1/2" MAX. SHEATHING 36" 36" 34" 29" 24" 21" 19" Lam' 7. Building cavities shall not be used as ducts or plenum. �� GARAGE CEILING NG �� 1-7/8"LONG 6d COATED NAILS OR (pounds per square foot) 5/8 PERPENDICULAR 16"O.C. 6 6 EQUIVALANT DRYWALL SCREWS. M 8. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55F degrees shall Crystalline bedrock 12,000 LEDGERS SHALL BE FLASHED BENEATH SCREWS SHALL COMPLY WITH b p Sedimentary and foliated rock 4,000 LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) HABITABLE ROOMS IRC SECTION 8702.3.5.1 7Z o .6 be insulated with R-3 Minimum. Sand ravel and/or ravel GW and GP 3,000 ® :� 1 U Y g g ( ) A. ULTIMATE WIND SPEED:140 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 9. Mechanical ventilation - Shall meet the requirements of the IRC / IMC. Manual J as supplied Sand, silty sand, clayey sand, silty gravel and clayey gravel FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING O M M (SW, SP, SM, SC, GM and GC) 2,000 h+� v) r'� �p Q! by approved roved third artapproved RS rater. pp Y orp pp Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CL ML, MH and CH 1,500b 10. Equipment sizing - Per ACCA manual S, based on loads calculated per ACCA Manual J ( ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA '; as provided by a third party or HERS Rater and manaul "J" a. When soil tests are required by Section R401.4, t WIND DESIGN SUBJECT TO DAMAGE FROM 11. Lighting A minimum of 75% of permanently Installed fixtures must have high-efficacy lams the allowable bearing capacities of the soil shall be part of the recommendations. GROUND g g - P Y g Y p WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW SPECIAL lay SPEED TOPOGRAPHIC BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL n ( b. Where in-place soils with an allowable bearing capacity of less than 1,500 sf LOAD WIND WEATHERING LINE TERMITE INDEX TEMP 12. Minimum one Programmable thermostat shall be provided for each separate heating p g p Y p (MPH) EFFECTS DEBRIS CATAGORY TEMP REQUIRED g p P g REGION DEPTH are likely to be present at the site, the allowable bearing capacity shall be ZONE . .,. and cooling system in accordance with section N1103 Control Systems. �•, ,�,� � determined b a soils investigation. =� } , Y 9 MODERATE SEE 20 LBS <140 NO NO YES B SEVERE 3'-0" 15 YES 1500 or less 52.2 - TO HEAVY SURVEY "' 13. Area-weighted U-factors and SHGC s- Refer to Plans & HERS submittal for information. .-f. M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 14. Fire Places shall be in accordance with IECC Section R402.4.2. Outside Elevation 2X4 ON FLAT Extent of header two braced wall segments) tension strap on Side Elevation BLOCKING AT Extent of header(one braced wall segment) opposite side of ALL UNSUPPORTED sheathing fasten king stud to header with PLYWOOD EDGES TOP OF PLATE 6-16d sinker nails (AT WALL BRACING — _ _ — °' ° ° ° ° ° ° ° ° ° Min.3"x 11-1/4"net header Header ° Simpson LOCATIONS) ° ° ° ° shall occur at top of wall ° ° ° ° ° p Hon Stud To Rafter 1/2"RATED ° ° Connector o. --�° . PLYWOOD SHEATHING WALL TO WALL STRAPPING& ° Header shall be Top plate continuity s ° ° °Q ob° p p ° two rows of 16d sinker nails 3"o.c, Typical Metal Strapping O ° king stud with fasten to late to header with O required per R602.3.2 TOP PLATE STRAPPING TO RAFTER @ at Openings @ BRACED WALL SEE SEPARATE DETAILS THIS PAGE ° 6-16d sinker nails Braced wall line ° PANELS SHALL BE Q Fasten sheathing to header with 8d common nails in 3 in.grid 'I continuously sheated ° N FULL HIEGHT WITH NO pattern as shown and 3 in.o.c,in all framing(studs and sills) with 1/2"wood structural o Horizontally attached �- ° X io panels ° Minirmum 50001b header-to-jack-stud I ood sheathing VERTICAL OR HORIZ, 5/8"0 THREADED ROD @HDU5 p Y`" g WINDOW HDR OFFSETS � ° I° o straps on bth side of opening opposite shall have Solid Blocking _ w ° v ° Minimum 50001b header-to-jack-stud str side sof sheathing @all Plywood Joints CV Panel splice edges shall occur over r ° B ° on bth side of opening opposite side of and be nailed to common blocking ° o l° sheathing ° SEE NAILING SCHE t l° g within the middle 24 of the portal- ° s ol° leg height. One row of 3"o.c. nailing o 0 WOOD I JOISTS @ 16"OC TOP OF SUBFLOOR m o 0 0 0 0 0 o Min.Double 2x4 framing covered with minimum :. is required in each panel edge. Minimum number of Jack @ 16"OC °I ° --— _e_° s p WALL BRACING SHEATHING DETAIL TOP OF PLATE _ 1/2"thickw000nnailralpanelsheathifr Studs as per WFCM table 3.22F. — - - — x ° i° with 8d common nails @ 3"o.c.in all framing Full Height stud requirements for 8d NAILS @ 6" @ ° (studs,blocking,and sills)typical 8d AILS 12"O.C. ° g q NOT TO SCALE IN FIELD IN PLYWOOD ;° 112"nein.thickness wood structural headers and window sills as per O.C. EDGE panel sheathing p ° 2'to 18'(finished width Min Double 2x4 King& °l ° WFCM table 3.23.0 and 3.23.D IN PLYWOOD ° ° p g Io Min.length based on 4:1 Jack stud ° 4$" , TOP OF PANEL NAILING �"PLYWOOD SHEATHING EXTERIOR " ° ! height-to-length ratio. Braced wall segment// ° Holdowns in accordance with __ ___ ___" 8d COMMON NAILS 1„ ° as per R603.10.3.4 ° WFCM manual. Provide at all _ ; ; STAGGERED @ W O.C.PANEL O FACE; 2 GYPSUM BOARD INTERIOR °i p Building comers,between garage cV SHALL LAP OVER TOP PLATE. ° door openings andas per r 2 X BLOCKING W ° ° Min.(2)2x4 typ. p „ „ FASTENERS SHALL BE 1/2"APART 2x4 OR 2X6 STUDS @ 16"o.c. ° i° foundation plan. " WITH A MIN.EDGE DISTANCE OF 1/2". (SAME SIZE AT STUD ° u� Min.(2)1l2 Diameter anchors No.of jack studs per ° Min. (2)1/2"Diameter anchors Nailing as per schedule. ON FLAT AGAINST ° RIM JOIST TRIPLE STUD MINIMUM installed per section R403.1.6 W 1 1/2"WOOD STRUCTURAL PLYWOOD.8d NAILS P Table R502.5(1&2) --� — -b �° installled per section R403.1.6 " PANEL WITH 8d COMMON NAILS @ 3"O.C. EACH PANEL o with 2"x 2"x 3/16"plate washer with 2!"x 2"x 3/16"plate washer Sill Strapping See details on Holdowns plans ns as J � 6"O.C.ON EDGE AND 12" O.C. EDGES STAGGERED per ions U this page. 3: _ _ _ u _ -1 IN FIELD Z - , ALL HORIZONTAL PANEL JOINTS SHALL SIMPSON HDU8 HOLDOWN W OCCUR OVER AND BE NAILED TO COMMON TOP OF FOUNDATION " FRAMING OR BLOCKING WITH WITH PANEL O ' EDGE-NAILING SCHEDULE IN ACCORDANCE METHOD CS - PF - INTERMITTENT PORTAL FRAME AT GARAGE DOOR OPENINGS �/•� WITH THE IRC SECTION R602.10.10 1: TYP FOUNDATION/SILL CONST. 0 Z � ( , Attach Sheathing to " TYPICAL WALL TO Band or Rim joist with nail sole plate Attach Sheathing to nail sole plate UJ Z Z TBOTTOM OF PANEL NAILING FOUNDATION STRAPPING 8D common nials °!° �• " " d COMMON NAILS o of °I, to joist per Band or Rim joist with °° to joist per SEE DETAILS THIS PAGE BRACED WALL LENGTH at 3"o.c.Top and Sub-Floor nailing sched. 8D common mals nailing sched. Q STAGGERED @ 3"O.C.PANEL BRACED WALL PANEL Bottom __� at 3"o.c.Top and I v J SHALL LAP OVER TOP PLATE. PER IRC FIGURE 602.10.7 �°�� Bottom ° °_°o ° Rim Joist TYPICAL ELEVATION FASTENERS SHALL BE 1/2"APART �per Plans W 2 J W WITH A MIN.EDGE DISTANCE OF 1/2". CONTINUOUS SHEATHING METHOD ° Rim Joist I_ WALL TO HEADER STRAPPING R602.10.4.2. ° ° ° , ° ° _ Anchor Bolts and 1 N.T.S. 2 STRUCTURAL PANEL ATTACHMENT TO STUDS TYPICAL BRACED WALL. DETAIL 3 Holdowns per plans � Q METHOD CS-WSP PORTAL FRAME AT RAISED WOOD FLOOR OPTION REFER TO:WFCM 2015 ADDITION FIGURE 3,2f-3.2i N.T.S. 0 LOU /1-1/4„ galy. x 20 gage 0U coil strap with (5) 8d common SIMPSON H2A nails in each end at each rafter. ti O HDU5 HOLDOWNS o z ALTERNATE W/ 5/8”ANCHOR BOLTS En C at each Rafter. With W N = LOCATION E.0 2"x4"CONTINUOUS 5 8d x 1-1/2" nails in Rafter PROVIDE STRUCTURAL RIDGES Z ~ OF HOEDOWN o o 2 cn LATERAL BRACE AT Vo.c. ( ) 2X6 MCA SILL ¢ ug 4 Ft Perimeter m a E TRUSS OR CEILING JOIST (2) 8d X 1-1/2" nails in plate Each Rafter on Each side (GROUND CONTACT) J Cr U)O 4" o.c. Zone Panel Field 2- 16D NAILS @ 6"_29�• Y �-o�w y E L y `o 0 GABLE END (5) 8d x 1-1/2" nails in Stud of Ridge to have a 2 � Nail spacing Nailing-See Nailing o - ._'p " o 2-10d NAILS TYP CONC. FND,WALL---_, O 3-CORNER STUDS c c Z m ° " 5 2 m m Simpson LSU skewable hange . z Schedule Dwg-1 CONNECTED TO - ° 2 w L o TYPICAL CORNER ' v a c ` a� -- CONSTRUCTION Q ~ TRANSFER SHEAR m m c o i3 O o 10-8d NAI W W LOAD no8YSEE DETAIL ABOVE Co o_ O c 0 Y am� � co CO a- 0c3 ALTERNATE ! TYPICAL HOLDOWN PLAN r N s 3 43 a 1-1/4 x 20 Gage Metal Coil TYP.ANCHOR BOLT 9. a- c o r- a� ® LOCATION 1 DETAIL @ GARAGE "6 ° " ° ° �, 5d COOLER NAILS AT 10"o.c. Strap with (5)-8d common nails OF HOLDOWN N.T.S. °c m a, � °,- L DOOR CORNERS = N° o E in each end. catch jack studs °° CORNER STUD Look Out Blocks _ "o o 2"x4"BLOCK NAILED TO EACH ) and window or door Header. °° ° TRANSFER 3H�R Less than °M E o y BRACE WITH 4-10d NAILS O° 0 6 �•-s GYPSUM BOARD Typical each side and ALL Gable End Wall 2016d COMMON NAILS =' r o c U c 5d COOLER NAILS AT 7"o.c. yp or Equal HIDU5 HOEDOWNS CO`w Z:c Q �, °, c o 20 GAGE STRAP windows and doors. 2X STUDS @ 16"O.C. @ 6"cc VERTICAL „ W1 5/8"ANCHOR BOLTS r o O�E'� s a o v w 0 10-8d NAILS I 1,° 2"MAX BLOCKING @ 24"O.C. t0 12 I- u En is a' t- m E a.E o n END WALL STUDS RAFTER-TO-STUD CONNECTOR & BRACED WALL PANEL M;} JACK STUDS TO HEADER TIE RAFTER TO RIDGE STRAP PER IRC FIGURE 602.10.7 TYPICAL HOLDOWN RAKE OVERHANG LIMITS - LOOKOUT BLOCKS CONTINUOUS SHEATHING METHOD SEE FOUNDATION PLAN NTS CEILING BRACE 6E� END WALL NTS IN LIEU OF RIDGE STRAPS R602.10.4.2. FOR MODEL NO. !^ PROVIDE MIN.2X4 COLLAR TIES @ EACH RAFTER TYPICAL HOEDOWN PLAN W WFCM FIRGURE 3.7a NTS DETAIL BETWEEN GARAGE 7 r^ NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD CORNER BRACING AND HOEDOWNS Z Z U) OF THE ATTIC SPACE AND ATTACHED 9 DOOR OPENINGS N.T.S. n J 4 5 2-1/2" LONG 6 TO THE RAFTERS WITH 4-8D NAILS 7 NTS � E: EACH END CEILING OR ALL THRESHOLD CAREFULLY C) Q FLOOR JOIST FLASHED&CAULKED TO J W DIRECTION PREVENT O �-- ENDWALL—► ENDWALL WATER INTRUSION I I COMPOSITE RAILING SYSTEM.VINYL RAILING SIMPSON BSC LOOR AND CEILING JOISTS CONTINUOUS FLASHING EXTENDED I l TOP AND BOTTOM RAllr Were the distance is It MENSIONAL LUMBER OR ENGINEERED PAST JOIST HANGER i i AND COLUMN COVER AND „ „ CUT A (J�OIIST S-SEE PLANS COLUMN CAP. MEET R�NYS POST TO HEADER CONNECTOR between 9-1/4 to 15-1/4 A ( GALV.DECK HANGER FOR CODE provide blocking @ LENGTH SIMPSON LUS26 @ 2X6 COMPOSITE OR braced wall panels 12" Min PRESSURE TREATED l l SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS SIMPSON ABU POST BLOCKING I SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST O CONCRETE BRACKET TYPICAL _ AS PER MANUFACTURES 4"OR 6"TREATED SIDE COVER 2"MINIMUM AT 48"OC SPECIFICATIONS. POST 2-1/2"GALVINIZED CLEAR 2-BAYS IN cu O 1/2"DIA,GALV BOLTS W/ CARRIAGE BOLTS S BLOCKING @ 48 INCHES ON CENTER 2 x JOISTS I LOCK WASHERS. LLI GRADE SIMPSON H2A �- O 1/2"x12"LONG STEEL Solid blocking between at each Rafter. With NN 2x RIM JOIST ANCHOR BOLT z SECTION A - A M '� 2X P.T. LEDGER;ONE SIZE GREATER rafters attached to top (5) 8d x 1-1/2" nails in Rafter Use 1-1/4" Metal THAN JOIST AND NO GREATER _z COVERED FRONT PORCH FOOTING: plate with 8d nails 6" o.c. 2 8d x 1-1/2" nails in late @ O p r Coll Strap 20 Gage o THAN THE DEPTH OF BAND JOIST SIMPSON H2.5 AT 24"x 24"x TO VIRGIN SOIL along lenght of braced wall (5)8d x 1-1/2" nails in Stud 12" Min (5) 8d common nails W Q ATTACH TO BAND JOIST WITH END WALL BLOCKING DETAIL 1/2"DIA.LAG SCREWS PER IRC EACH JOIST �,� panel. in EACH END at < U FOR FLOOR AND CEILING BRACING g TABLE R507.2 z tip of lag screw shall fully extend beyond SIMPSON BC DECK FOOTING 12"DIAMETER EACH Stud. w U WFCM 2015 FIGURE 3.7b NTS the inside face of the band joist. ° POST GIRDER BEAR FOOTING ON VIRGIN SOIL 8d @ 6" oc Along -aj W FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH o CONNECTOR 36"MIN. BELOW GRADE BLOCKING BETWEEN RAFTERS � BRACED WALL PANELS graced Wall Panel BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS MAXIMUM OVERHANG IRC 602.10.8.2 (1) NTS IN THE FIRST TWO BAYS OF FRAMING,AND SHALL BE SPACED AT SHALL BE JOIST SPAN 14 A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS P.T. POST TO CONC. PIER & FOOTING PER NAILING SCHEDULE. CONNECTION (& COVERED PORCHNTS WALL TO WALL STRAP WHEN ATTIC FLOOR, CEILING JOIST OR HIP ROOF IS USED TO BRACE DECK AND RAILING DETAIL SIMPSON ABU Installed in accordance 15 NTS 1 O THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED. 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 NTS 13 14 NTS with Simpson Specifications Holdowns are required at 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 each end of a perforated /�� Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap 1-1/4" x 20 gage G-185 p 3-Corner studs with (5)-8d common nails with (5)-8d common nails g g N shear wall. When full height connected to at each stud, wrap under sill ( )- Hot Dipped Galvanized Strap shearwall segments meet at 0 3-2X and nail to back of each sill. at each Stud, wrap under sill with 5 8d common nails 3-Corner studs g transfer shear o Framing members - Strap may be attached OVER and nail to back of each sill. at each stud a connected to a corner. A single holdown load 6 � o the plywood OR direct) to , wrap under sill � � � hear shall be permitted to be y Strap may be attached OVER transfers used to resist overturning o p y and nail to back of each sill. I,.. a, o o � studs. the plywood OR directly to Strap may be attached OVER load forces in both directions 2-16d Nails TYP. HDU8 HOLDOWN Studs. 6 o.c. w/ 20-SDS 1/4 x 2-1/2 Screws Nail to back of each stud the plywood OR directly to 2-16d Nails 6" el when the walls are fastened ,� N Studs. W >~ ? cn „ e as-per detail this page. ";� o� c 3-16d @ 16 oc Along BLOCK SOLID w M•-�-�i 7:1 c� 1 o @ 6 o.c. Simpson 7/8 threaded rod TYP. HDU5 .��coupler-nut and SSTB anchor Braced Wall Panel BETWEEN JOISTS o -� -Il- HOLDOWN bolt thru-box and inbed `S M into concrete foundation. Wrap Under Preservative-treated and framing = v LL 5/8 At Each Simpson barrier required for FOUNDATION-SILL-STUD - _ O SSTB connectors in contact Preservative-treated 2 co Floor Joist Wrap strap under 12 Anchor Bolt with treated wood barrier required for STRAPPING _ " '�' R q =III=11'_'� � � per manuf. Specs connectors in contact Applies to Garage Wall and sill l illi " sill and Nail to p p Slab on Grade Construction back of SIII 1-1/4 METAL STRAPPING "- K /. . and NYS Code with treated wood AT EACH JOISTNOTE;ALL TYPICAL SIMPSON HDU5 CORNER HOLDOWN RAFTER FACER TAPPING YPICAL SHALL BEAR MIN. 12"ON STUD OR SIMPSON HDU8 CORNER HOEDOWN N`'�� ON CONCRETE AND BETWEEN GARAGE OPENINGS FOUNDATION-SILL-STUD � ° 16 NTS 1 7 BOX FRAMING FLOOR 8 1 g 20 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING ;, 1 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION STRAPPING OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST 6"DIAMETER Rigid insulation Typ Roof Const. glued together Double Frame Attic flEFLlCTIV!WHITE and lay on plywood access opening 2 x CJ w/ insulation -°._o��'�E�`° Typ Roof Const. attic hatch - R-value 2X ceiling joists as per drawings equal to the Ceiling see plan w/ Typ Fascia/ x CJ w/insulation q g R-38 Batt Insul. Typ Fascia/ Soffit see insulation requirement Soffit see _ Const. Dw s as per drawings Const. Dw s g 9 Sealant or adhesive - - I _ 'a { T Exterior wall i r. Typ. Exterior wall Sealant or Typ. / H See Const. Dwgs adhesive See Const. Dwgs Casing /� STROKE The canatrucllon type STROKE d°RlgnntI.n ahnll he 1/2" Gyp. Wall "1^,"11","III","IV"or 1x2 Stop Board to indicate the DDn,truetlon c1...Iflcati°n of the 1 2 plywood etructura undor DESIGNATION FOR STRUCTURAL RAFTER ON PLATE attic hatch NTS ATTIC HATCH DETAIL RAFTER SEALING `®° °" " �" s CmMPONENTSTHATAREOF (see plan for size) NTSTRIUSS TYPE CONSTRUCTION M�,� YF•n FLOOR FRAM ING.INCLUDING NTS GIRDERS AND ePANS _4 a kr�BUILDINI]G yROOF FRAMING "FR' FLOOR AND ROOF FRAMING STANDARDS AND,nu - - CONTINUOUS BEAD OF ADHESIVE TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT W NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD OF SEALANT thin profile structural Tub ;�V�CONTINUOUS BEAD OF ADHESIVE ` sheathingas draftsto Typical CONTINUOUS BEAD () p yp OF SEALANT Applicant shall provide engineered wood placard SUBFLOOR GLUED,CAULKED OR GASKETED behind tub exterior on or adjacent to electrical meter box for field inspection. TO RIM JOIST/RIM CLOSURE A/ Continuous Bead Wall W Residential structures with Truss type construction, W O RIM JOIST/RIM CLOSURE CAULKED of Sealant or Pre-Engineered Wood Construction And/or Timber Construction OR GASKETED TO SILL PLATE CONTINUOUS BEAD for new dwelling and/or any addition,alteration 'n adhesive l�J Sealant OF SEALANT a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 v! Z LADDER&STEPS R310.2.3.1 45'-011 shall be affixed on or adjacent to any electric box attached to the exterior W SILL PLATE INSTALLED Adhesive _ of the structure for field inspection n/ Z Z OVER GASKER SILLI CONTINUOUS BEAD WINDOW WELLS WITH A VERTICAL � LL — J OF SEALANT DEPTH GREATER THAN 44 INCHES 19'-7" 4'-11" 20'-6" INTERIOR GYPSUM WALL BD SHALL BE EQUIPPED WITH PERMANENTLY Q Sealant � 4 AS AIR BARRIER AFFIXED LADDER OR STEPS USABLE Q vJ WITH THE WINDOW IN THE FULL OPEN 2 x 6 DECK JOISTS @ 16"oc TYP. DECK FOOTING W = J W POSITION. RUNGS SHALL HAVE ANEE DWG-2 AIR BARRIER AT FOUNDATION TO BAND JOISTS DRAFTSTOP & SEALANT AT 2-2 x 6 P.T.PTGIRDE MAINTAIN REQUIRED SEPARATION �-- NTS AIR BARRIER AT ALL BAND JOISTS INSIDE WIDTH OF AT LEAST 12 INCHES — — — — O _ O O EXTERIOR WALL OF BATHTUB SHALL PROJECT AT LEAST 3 INCHES DISTANCE FROM ALL HEAT PRODUCING EQUIPMENT TO NTS NTS FROM THE WALL AND SHALL BE SPACED COMBUSTIBLE MATERIAL AS PER r� NOT MORE THAN 18 INCHES ON-CENTER ,________________, MANUFACTURER'S SPECIFICATIONS O v J VERTICALLY FOR THE FULL HEIGHT OF I THE WINDOW WELL. -------, o AND LATEST MECHANICAL CODE. TYP.DECK LEDGER I ,- N O W Thin profile SEE DET. ON DWG 2 ' ' cV •----------- ------------' I I Fireplace enclosure j r----------------------r---------^ � � `------- -------------- -«�----i structural .. insulatedto top ------------------------------- --------- •----------------- ----------- ------- sheathing II II I N of second floor Fuer lace I I E•`s ceiling line heet Metal Firestop I ; ; 1 I o = S 0 Seal joint with p + , ++ ' ' 1 11 + I p, (D 0. °, ° ani 13-10/2 14-5 14'-91/2" I °' _ L�, Noa� support 3,/ 3,/11 -N I I 2 U F Q U = y Non-combustible r •- sealant blocking r` 1 I 1 1 CD v== Z a f0 = ' 1 1 1 2 1 1 2 \ I I 8.2 c'C a , c @ V C UNFIN. BASEMENT , , 1 I to - N a, °w ?.o `o 00 1/4" structural sheathing 1 -BASEMENT SLAB-4" TYPICAL INT.FOOTING/COL 2 a, o o a, o +� m o 0 Sealant or as enclosure liner sealed = ; ; -- CAST-IN-PLACE SLAB ; ; 30"x 30"x 12"THICK i a' ��°,x a 8-io L •----- co ----' WINDOW WELL R310.2.3 .---I-I- 1 1 CAST-IN-PLACE CONCRETE adhesive at erimeter and seams. I 1 1 TYP ON 6 MIL VAPOR BARRIER m c o m•� o r- 0 3 P _______ 1 � 1 O� HORIZONTAL AREA SHALL BE 1 , , 1 ON MINIMUM 4"SAND-GRAVEL ' ' FOOTING&3"DIA STEEL , 1 a� •� t „_ ° _ 3 c'c 3 � Pre-Fab Fireplace ; f-11,Z �`8” ; MIN 9'-0"SQ FT.WITH A ; GROUP 1 SOILS. i ; COLUMN ° °c N y s y 1 1 = HORIZONTAL DIMENSION ' , , + 1 , , , I 1 rn on tM In.- 75 ' z ' O OF MIN 3'-0"TO ALLOW FOR L= w a° 1 I I 1 I 1 I L e er to manu acturers _I 1 1 •_-_____a 1 I 1 I Las ecs for installationF D W =w EMERGENCY ESCAPE AND ' ' ' ' a _ ° °® Q ' '— RESCUE. COVER PLACED ' ' o c w ° o, manual I 1 I'J J I I ---,-,- ° _ .L— E •U o d. P U ' 'Q OVER OPENING PER R310.4 , , , , 1 I t m)�, `w c o un I I I 1 I I I I I 1 ' "� c `m. ¢ mcm mo '- -- � ' I I I µ. N c �.E.00 'O U:5 E AIR SEAL DETAIL (a� P'REFAP FIREPLACE 2x10 FLOOR JOISTS 1 _ W L N ` °_ I 1 _1 „ II 0 f- c°� v�, c"°o � HmEa.So �n This detail is for weatherstripping and draft sealing, NTS `------------• ' , , o C? 1 rn It is not to be used as a guidle for fireplace installation. ' ' ' ' t0 I I I I v Refer to Manufacturer for installation manual. N 4'-4111 - I ' 7'-21' 71-3+1 , , Y1 1 2x10 FLOOR JOISTS b __ I 2-FLOOR JOISTS OP @ 16" oc co I 1 r I I 1 M I I 9 1 J 1 I 1 rI I I I I 1> co ' � I I I I 1 , X 1 I I I - I I ' ; ; 2-FLOOR JOISTS I 1 _I It ,r _ — _ — _ _ ,— _ ; , 2x10 FLOOR JOISTS 1 1 I ---- - r I 1 ~ �� 1 1 ' ' , 1 1 7 I I @ 16" oc 4" VTR ROOF JL 4" VTR �L -- I ' 2-FLOOR JOISTS ' ' 1 — - — - — - — - — - — - - _L. ' r- bo ' ' 1 LD ' H ' i i 1 Lt7 ------- 211 - --211 ---------- ------------- --------------------------- Ce' I ------ •-------------------------------------------------- � --- I I 1 I 3" � OD _ 1 I I I in , , 1 1 1 J ' ao Y i i CO --- -- ; UNEXCAVATED ►� W 1 1/2' 1 1/2" 1 1/2" o 1 I UP TYPICAL GARAGE SLAB N " CD I E � ' ' i i W/6X6 W4 0 X W4.0 4" CAST-IN-PLACE SWWM LAB z 211 3 CO ' ' °� ' ' PITCH SLAB-1/4"FT TO ' ' < a GARAGE DOORS UJ I I I W '•1 2ND FL. 1 ' I I I I 1 I I 1 I I I tl 11 LU 1 I L I r----------- 1 91-311 9'_3" I 1 Q 3 J2 ; ; ; ; _ TYP.DECK LEDGER I 1 U) 311 `� 1 SEE DET. ON DWG 2 1 `--------------------------------------' I -CO' I I --- ---+ I I SIL CD 2" ' 2-2x8 GIRDER ' ' I 1- - P.T.. . - - ' ' 1 1 I I 11 11 1----------------------------------------------' 1 1 O I � I I 2 2 211 1 I 1 1 � I I `-' I� 31f 1 1 I 1 00 I 1 I T I I I 1 I I I 1 I I 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 I I I IruWr�-1 I I I 1 DW 7WA HER ' 1 I I I 211 2 t 1 211 Q Q I I M T/1 1ST FL. B /�J1 Lri- 311 211 211 ; , , ; ' �1 Un 4" FAI 3" 211 _ 311 3311 311 1 `------------------------------------------------ -- ' I 11 , 1 ^ _--ou o I , ►^ �1 coCO CO CO 411 SIMPSON HOLDOWNS; PROVIDE HDU8 @ 2-STORY WALLS "C3 bA o0 -0 14'-10" 10'-4" \ 'UCD OR HDU5 @ ONE STORY\WALLS vn/ PROVIDE AT ALL CORNERS& _ ® w T 1 U 25'-2" 19'-1011 BETWEEN GARAGE DOOR c� CONNECT TO A NEW 4" C.I.H.T. CZ OPENINGS. REFER TO WFCM& `�°�^ O M SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM TYPICAL FOUNDATION 45'-0" DWG 2 FOR REFERENCE. � ` OF HEALTH APPROVED IN ACCORDANCE WITH IRC CHAPTER 4 F :�� SANITARY SYSTEM NOT TO SCALE TABLE R404.1.2(8): 8" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR PER IRC TABLE R404.1.2 10 OR SEE DWG-1 FOR TABLE TYPICAL ANCHOR BOLT ( ) FOUNDATION PLAN MAXIMUM SPACING:5/8"@ 42"O.C. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, EMBEDMENT OF 7"WITH 3"X 3"SQUARE >1 a19014) O � 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE SCALE: 1/4" = 1'-0" WASHER.HOLD 12"OFF CORNERS AND �: � � �y HOLD 4"TO 12"OFF EACH END OF EACH SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND SILL PLATE.AS PER WFCM TABLES 3.2A,B,C. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOOTINGS 1V TO 2H . Pre-Fab/ Factory Built Fireplaces R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed In accordance with IRC code chapter draft openings (both vertical and horizontal) and to form an effective fire barrier 10, factory-built fireplace inserts shall between stories, and between a top story and the roof space. Fireblocking shall be UL listed and labeled and shall be be provided in wood-frame construction in the following locations. installed in accordance with the conditions of the listing. Factory-Built 1. In concealed spaces of stud walls and partitions, including furred spaces and fireplaces shall be tested in accordance parallel rows of studs or staggered studs; as follows: with UL 127. Hearths shall be installed in 1.1. Vertically at the ceiling and floor levels. accordance with the I fisting of the Fireplace & in accordance with IRC code 1.2. Horizontally at intervals not exceeding 10 feet. for Hearths & Hearth extension. 2. At all interconnections between concealed vertical and horizontal All Fireplace shall be equipped with an spaces such as occur at soffits, drop ceilings and cove ceilings. exterior air Supply. Exterior air ducts shall be UL listed. Factory Built Chimneys 3. In concealed spaces between stair stringers at the top and bottom of the run. Shall be in accordance with IRC code chapter Enclosed spaces under stairs shall comply with Section R302.7 10 Section R1005 Factory Built Chimneys. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and 45'-0" floor level,with an approved material to resist the free passage of flame and products of combustion. 19'-711 4'-11" 20'-6" TRIPLE STUD 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 7'-5" 9'-8'/z" 2'-5'/z" 0, 2'-5'/" 5'-7" 9'-2" 3'-3'/z" ® .FLOOR TO FLOOR HOLDIOWN W 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. TYP. HDU HOLDOWN FLOOR PLAN VIEW U SEE ADDITONAL DETAILS ON DWG 2-3 -7 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral w wood or glass fiber installed securely in place or 1/2" gypsum board. ryQ -------------------- _ O WOOD LANDING SIMPSON HOLDOWNS; z -------------------- PROVIDE HDU8 @ 2-STORY WALLS ' ' ' 45'-0" `- RAILINGS AS RS& OR HDUS(P ONE STORY'WALLS z z I PER CODE PROVIDE AT ALL CORNERS& ry BETWEEN GARAGE DOOR OPENINGS.REFER TO WFCM& D o — — — — — — — — — — — — — — — TYPICAL - _ DWG 2 FOR REFERENCE. W w j r — — — — — — — — — — — — — — — — — — _ - — N — — , HOLDOiWN 36x62 0�p o 36x62 36x62 36x62 U – - – – - - – – – – – – - – – – - – – – - - - - – - - - – – - – "' - - - - - - - - - – - - – - - - - - – N O – - – - - - – - - - - - - – – – – – - – - - - - – – - – – – – - – - - - - - - - - - - - - - - - - - - – — illN0 0 KNEE WALL I 2-2x12 ' 2-2x10 2-2x10 KNEE WALL 2-2x10 2-2x10 I �, I O � v I O I UL LISTED f cv O w`�//�� j WOOD BURNING 0- vJ N I M M o _j PRE-FAB FIREPLACE 2-FLOOR JOISTS Cn U_ GLASS DOORS& 2 FLOOR JOISTS — _�' HEARTH EXTENSION _ — _ — - — _ N c `� - "J AS PER RESIDENTAIL - E ° KNEE WALL Cr KNEE WALL I ILL o I CODE CHAPTER 10 d -o° o rJ n m , to TO EXTERIOR ' I/ `' o o,� _ O o 12 LINE OF CEILING SPLAY ¢ l N -- -------------------------------- ----- -------------------------------------�--- -------------------------------------- ----- 14'-3" x 14'-5" 15'-2" ,{ Ia� y 0n _ ° as „ ,_ 11 N 1 „ I 3'/" 3'/1, N 3/z �l a oc— 085 .mm 143 145 15-2 M 31/211 Is +/Z 1 31/2" 1/11 I r J C V °� El: C+�+ -:5 o N LIVING CBEDROOM #1 �' �-� 1, ° °._ 2 u° U O O O o Open to g O I ROOM 1 ho Y 0 Y Y e e O C = 0 � » � a�1,5 O ` below o to° _ 2 STORY m,N w 2- o m QI � o 3 �� 2; CO N I ,2x10 FLOOR JOISTS 51 16"O C CEILING _2x10 FLOOR JOISTS a,16 �` a� c'�3 0 o L� �a L BEDROOM #2 c� �Cf)� N a ° ° N ° 2 L = ° rn N a> m a r1 Cn `)W C0 BEDROOM #3 0= 3''3 N ° ° _ o'� �a — 00LU W_ f—0 CO L L f6 rn >i-6 X �~ �l Z�pW --- - m t0 u ca o a �ow ° o S'2 M 2 D C�'''O .O- C N to•—«' N 0¢ X �`L> N - ° E :E E U a IN .1 ¢ Q z� tDI LUZ0 O _ 00 B U N m Bt via c ° c co MO (2)1-3/4"x11-7/8"LVL _,J M W 3-1/2"x 9-1/2"LVL FLUSH _ E'- - v IC? rJ U p O GUARDRAIL O o W O N cV I z z --- - - - - - - - - - - - - - - - - - - - - - in - ry UO U rte.+ 1 N N O N N C•- Q N C Q1 C O O N © x 0 N U N U=Z \ 1 11 1 11 M F- V 55-0 0- IL- M E O- 0 0. NN N N _ _ N N _ I M KITCHEN _2x10 FLOOR JOISTS cni.16"OC -6 21-411 2'-4t' N Q BALCONY 1 , \ Y Qp ° o l 2x12 RIDGE N d 41-0-1 M I TC? >w>. CO �y z ✓ o f N JOISTS o co - - - - - - - - u- - - - - - - - co - - - - - - - --- - - 2-_6 ;30x22",Ro; _ - - - - - - - M e0v>o5Q 3'-0" - co C'j - - - &50OR - - - co ° , 170 -- ---- b� 0 1, -1 :min;Attic o 5-0 W 0 W=, - - - - -- - -- o _9 c I S O=D CA 1 11 -- ---- Q ---- , " cpm - - - - - - 2-6 o - Q Z ° co �`� C\1 z I -~> --- 2-2x10 ------- ° �- d _ ¢ `� UN in O _ 7-9/z W�xm ------- _____ _ _ ' " O WALK-IN - D FAN I rr 0 W \ M U) 1- M I - __ CD W °� Q ------ o LW _ 1 - O O _ ----- CLOSET W I o- _ - �, _ W ® _ Plumbing Note: M 5'-0" a z¢ o , Q______ 5,-0„ M co N I o M 2-2x10 M o ® N - ALL PLUMBING SYSTEMS SHALL BE CD w o I =C\I _ _J I 4,_0„ `° - 5'-0" " INSTALLED IN ACCORDANCE WITH ----- X v 0 0 iD _ w 0 4'-0'/ -----"' +/" `,31/" 3+/" � : 0 PART VII OF THE IRC r N N O _ry x I 1 - -- CV V e . - I 14'-3" -2" - -- z D z 2 co ° _ N C - N - 1 1 N N � ___ ___ CV CID X x CN \ ' 3'/z' 0 0 M N M N N % M I — -� 3-1-3/4"x 9-1/4"LVL FLUSH 3'z" ----- - M M M Electrical Note: - — - _______ ALL ELECTRICAL EQUIPMENT - — - — - — - — - — - 61 F '3-1-3/4"x 9-1/2"LVL F SH_ -_ ; I 2'-611 =ry I _ __ 1 ' AND WIRING SHALL BE INSTALLED 2x4 COLLAR TIES 16' oc - - 1 ' Open to , I '� I 2x10 FLOOR JOISTS B. 16"O' c=n �71-41' ll � � _ ___ IN ACCORDANCE WITH PART VIII OF BEARING below 2x10 R F RS 16"0 � = ____ ____ THE IRC. P1 MINIMUM OF 75% _______ ��+ I BEARING � I _ I FOYER ' ' - PERMANENTLY INSTALLED FIXTURES �.� WALL I �` �o / ' WALL m X I c I I io _=-= - R5. INSULATED SOLID ' ' MUST HAVE HIGH-EFFICIENCY LAMPS. _ __ \� , , x I N N OPEN TO 1 0 h I N I ' I XII CORE STEEL DOOR / N N N N ABOVE > 1 - Mechanucal systems DINING c5 I I W/SELF CLOSURE N y 14'-3" 101-4" 41-4„\, 14'-7'/z” II ROOM o I I 3 Cn ti -1 1 UP - L ' THE MECHANICAL SYSTEMS SHALL 5 , 1 1 - BE INSTALLED IN ACCORDANCE WITH 3'/" 31/z 1 1 2-2x6 31/211 31/2" ' 31/2111 `° M ' ' rn : PART V&V'I OF THE IRC. t` Ud ' - 2-2 x i i r ALL MECHANICAL SIZING PER ACCA f- 1 ------ --- -- 1 1 / i O I - T 1 1 2x10 i00R JOTS 16"OC 0 MANUAL"S"'BASED ON LOADS N Q 1 ► \ I 1 24X48 I _ - CALCULATED PER ACCA MANUAL"J" Z I " N I \ I I I I / 2x1'0 RAFTERS 16"oc 4t I I 1 DUCT COMPLIANCE WITH MANUAL"D" d I .- TYPICAL - 2x10 FLOOR JOISTS a 16"OC 1 -1 } !� Q I \ I I I I / _ 2x6CILING JOISTS @16"0c 11 HDU5 \ "---'-'_ 00 W - - - - - - - - - - - - - - - - - - - - 2x4 LLA IE oc12 0D _ - ---- ]] C'0 R,T S 16" HOEDOWN ; ; _ �: Q fq ----- -------- ------- \ \ J 1 O Z / — — — — — — —• — — — — — — — L — — — — — — — -r I 4'-4" BEDROOM #4 II 3-36x62 -- ---------- -------------- 1 .----------------- Q U 11 < C Z W 1 W � ll - ------------ -- -------- � GARAGE I I 0 I X ca - - DWELLING GARAGE SEPARATION ------------ ------------- co 11 6"PERMA-CAST IN R302.6 ACCORDANCE WITH IRC TABLE X ( I I COLUMN SEE DWG-1 FOR TABLE l I I W 1 N I M II O I I CO , o Z 1 O II 1 � II Y 1 � JI 9'-53/" 9'-33/" _ B A 19' 5'/z' - ~ `r 01 LO e 1 1 co II tZ 1 11 -------------- - r�, I I M ' I I TYPICAL 2-2xB --- 2-2x8 W HDU 5 ----- - --- --- - � � � 24x48 L — — — — — — — — — • 1 — — — — — — — — — - 7'-5" 7'-511 HOEDOWN 36x62 36x62 co 11 I II 9-11 9-11 14'-10" 10'-4" 5'-011 9'-10" 5'-0" d >_: 14'-10" 10'-4" 19'-10" 45'-0" 25'-2" 19'-10" �-I M 45'-0" tjo 2ND FLOOR PLAN SCALE: 114" = 1'-0" ® w ct WINDOWS & SLIDING DRS /-' � CZ Plans indicates SILVERLINE Series 2900 Single 9'-0" CEILING HEIGHT o `'' `� AREA SCHEDULE Hun Vinyl Window Model Numbers and shall be 1ST FLOOR PLAN '__D iq" Hung Y AREA SCHEDULE � ,y�.�� NAME AREA In accordance with IRC R609 NAME AREA SCALE: 1/4" = 1'-0" „ �� y 2nd FLoor Area 990 Sq ft. To be designed & installed as per manufacturers specification for 140 ultimate design wind speed 1st FLoor Area 1348 sq ft. l and IRC Table 301.2(2), 301.2(3) Garage Area 386 sq ft. O Smoke Detector I , Glass Type: LoE2/Argon; U <_ .30, SHGC <_ .30 Carbon Monoxide Detector . h II meet R310co Refer to DWG-1 General Notes GRESS s a ee �. WINDOW FALL PROTECTION: shall meet R312.2 In Compliance with R314, R315, IFC 915 '�'\, Substitutions made upon meeting Code. _ See page one, general notes for additional _ code requirements. 12 10 W To f Plate z = W ~ Top _f Plate p 0 . O W Z ZZ p (� o � W U p O Top of S bfloor To f Subfloor S N O W Top of Fou dation Topoof Foundation _ W U) —� — - - - o r _. ..�i. �__�.._�. �._..._ ._a.,.w.__.. ...ti._.�..___4. .�.._.__.�....�...__._._��,,..._.�_....�.�,�.��..-._a� ._._._.._�....�_� �. �.—, ._ — -, �_ ,�. �.� ._._�....._�. ... o _ Mn o E I I _ I I I I I ° C� z � �ssOtO C LEFT ELEVATION �� ` ' REAR ELEVATION ' ' ' ' � � �� aaC) � � 0 L J � i SCALE: 1 /4" = 1 '-0,. � � _ �� --gg 6 SCALE: 1 /4" _ 1 '-01� I i i I o �� 2 aY �Yin.a 3 L c'c�'3 0 — — — — — — — — — — — — — — — Top of noting op of Footing — — — — — — — — — — — — — — — — — — — — �- — — — — — — — — — — — — — — — — — — — — — — — a a N w CI — - - - 1 - - - — - — - - — — — — — — — — — — — — — — — — — — — - — — — — — — — — — � — - - — C - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - I — - - � ` � o CL r— E �s `. _iM; coviacUc m. c� Q v c m = m 0 s c aE cua» 0 c0iw ` I— 0 0 M 0- H m E a o a Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof (Chapter 10 - Table R1001.1) 12 10 10'-0" N 12 12 2 12 To f Plate 10 1 H 11 1 11 11 1 1 11 1 12 To of Plate CD N O z - d (A 1 0 Q o � W co BO J -N z W CD U) rn N To Subfloor _To Uof Subfloor To f Plate To of Plate l 0 0 — -- r !� a 0 MUMS r]MIj rj w To Subfloor To of Subfloormum M To�of Foundation Top of Foundation M -C o . ..._ i -� 4 ITcn4 FRONT ELEVATION C? I I z ' RIGHT ELEVATION �� n I SCALE: 1 /4 = 1 -0 I II °�� . ? SCALE: 1 /4.. = 1 ,_0.. � �� _ � �� I II .�� Top of opting � - — — � — — — — — — — — — — — — — — —� — - - - - — — - -I �— - - - - - - - - - - - — — - - - - — — I� To of Footing [ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - — — - - - - - - - - - — .I - ��] � , � .Y;►b r C — - - I — — — — — — — — — — — — — — — - - — — - - — — - — — — x � TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles (30 yr) w/ ONTINUOUS RIDGE VENT fasteners per manufacturer's specification p RIDGE BOARD CONTINUOUS RIDGE VENT and IRC 2015 for 140 mph windspeed. RIDGE BOARD OAM ATTIC VENTILATION Ice & Water barrier as per IRC section R905.1.2 CHANNELS.TYPICAL @ ALL (Note: Double underlayment is required INSULATED SLOPED RAFTERS for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade Top of Plate span rated structural plywood Sheathing, Nail to framing in accordance Fastener Schedules & Strapping per detail sheet(s). 2x4 CT @ 16" oc TYPICAL SOFFIT CONSTRUCTION. 0 12" overhangs-typical BEDROOM #4 60 6" Wood fascia & 6" Wood rake boards. Trim in aluminum or use "azek" or equal TopIp edge, solid trim of Plate Fully Vented Vinyl Soffits Top of S bfloor TYPICAL EXTERIOR WALL Top o Plate 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. Double top Plate and Single Sole Plate. W BEDROOM #2 F 1/2" exterior Grade - Span Rated co BO Continuous Structural plywood Sheathing.. C, _ ® ® Fastened per Fastener schedule. Z �— ATTICtyvec House Wrap,- - Vinyl Siding as per cequal. selection Q 0 2 CAR GARAGE — NI Top of Su floor installed per manuf specs and IRC. Z U Top of late uplift Strapping installed in accordance with W - - — WFCM 2015 manual and drawings. L �i Z Z_ 1111� lush LVL Top of S bfloor TYPICAL FLOOR CONSTRUCTION IQ Q Q UJ 3/4" Plywood Span Rated Subfloor, W = J W AL 142 GARAGE SLAS Top of Fou_ dation - — Glued and Nailed in U) ~_ 0 2 _ ! PITCH TO DOORS accordance with the fastener schedule. KITCHEN DINING O Floor joists and Bridging as per Code. _ ROOM '� •';; � Q TYPICAL FOUNDATION CONSTRUCTION O LOf CN 0 W V q 8" 3000 psi Air Entrained cast-in-place concrete 00 wall on 16" x 8" cast-in-place Concrete Wall Footing. Topof Su floo_r Concrete Horizontal and Vertical Reinforcement Ln— - - — per IRC Chapter 4. s Top of Foun ation _ - — °• Exterior- Damproofing. 2- 2x6 approved w o o ' o� oE ` Top of F oting treated Sill Plates, Sill Seal And Termite Shield. �, E -= o o.°s .. . D• d U U C C C V C .: Anchor bolts per Foundation Plan and WFCM 2015 ' _ +-� Uplift Strapping per WFCM 2015 manual F SECTION - C � � ; ' and drawings. �� cSo oo �M UNFINISHED � NN2CO >Na�0= 3 Lot Y N N _L.' f`i INSULATION SCHEDULE r--22 t 20- BASEMENT 3 0 11 1 11 a o � � � � �icL SCALE: 1 /4 = � -� Insulation requirements shall comply with R402 � � building thermal envelope and Table N1102.1.2 `o `° ` Y TYP. BASEMENTS AB SEE DWG-2 FOR STRAPPING DETAILS o .a N.s Top of F_ dpting AND DWG -1 FOR NAILING SCHEDULE Location R-value Thickness E N Flat Clg* R-38 12" z _ Q N � C -_ =rte Flat Clg * R-38c 10-1/4" o N cc II ` E o Vaulted Clg R-30c 8-1/4" ONTINUOUS RIDGE VENT Floor(unheated space) — R-30c 8-1/4" SECTION - B RIDGE BOARD Ice and Water Shield consisting of Floor(outside air) ;- R-30c 8-1/4" 2-layers of underlayment cemented Exterior 2x6 walls --R-21 5-1/2" 11 V-011 „ together or of a self-adhering Exterior 2x4 walls R-15 3-1/2" + SCALE: 1 /4 = 1 -O polymer modified bitumen sheet, R-3 - 1/2" Exterior Foam Insulation shall extend from the eave's edge Above grade attic walls R-13 3-1/2" x4 CT @ 16' c to a point at least 24 inches inside All Glazing U = 30 SCGH: .30 the EXTERIOR wall line of the Building. Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .30 *If part or the entire attic will be decked over with plywood, the ceiling joists must be deep enough in order to fit the batt insulation so that it is not compressed. If not then Tod of Plate Clg Jsts will have to be built up or upgraded to the next size. VINTERIOR WALL FINISH LVL BEAM ® Flush LVL Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless FOAM ATTIC VENTILATIONnoted. Min 1/2" Moisture Resistant Wall Board on Is- CHANNELS. LULu TYPICAL @ ALL BALL NY INSULATED SLOPED RAFTERS o0 Ceiling and all walls in Bathrooms (humid areas) N and 5/8" cement board on walls and ceilings in wet areas. z Provide 5/8' Fire Rated gypsum wall Board on walls Q and ceiling located as per code, manufacturers o Top of Plate_ requirements and drawings. < U) 6i Top of late Q w v VINYL SOFFIT ON (n FURRING STRIPS FOYER Were the distance is LIVING between 9-1/4" to 15-1/4" r rovide blocking ROOM _ ~ - o �d IMPSON H2A Top of SLLbfloor Solid blocking between at each Rafter. With — - — — rafters attached to top (5) 8d x 1-1/2" nails in Rafter > > URAS Top of Fo_un atio_n plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate along lenght of braced wall (5) 8d x 1-1/2" nails in Stud v r panel. o o„ j c, ...-,, - -.- w> -:= �•.-• - BLOCKING BETWEEN RAFTERS aa, BRACED WALL PANELS IRC 602.10.8.2 NTS UNFINISHED o M ROOF PLAN BASEMENT A B0 SCALE: 1/8" = V-0" ® � d SOLAR READY ZONE: IN ACCORDANCE WITH IRC CODE APPENDIX U ^' TYP,BASEMENT SLAB THE TOTAL SOLAR-READY ZONE AREA SHALL BE •• •• •• •• •• • •• •• ` — _ _ — �i� `' / NOT LESS THAN 300 SQUARE FEET NOT INCLUDING 'Ga �� itAck ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE, IRC AND THE � NS SUPPLEMENT ROOF AREA ORIENTATION SHALL BE BETWEEN d 110-270 DEGREES OF TRUE NORTH. SECTION A PROVIDE FIRE BLOCKING IN `'�- 019pi _ ACCORDANCE WITH R302.11 y Oi"ta `la rF SCALE: 1 /4" = V-011 OF THE IRC RESIDENTAIL CODE. `�`"— T�