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HomeMy WebLinkAbout45721-Z �SufFot.r o TOWN OF SOUTHOLD ��o Cry BUILDING DEPARTMENT N 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#: 45721 Date: 1/25/2021 Permission is hereb granted to: Hawkins 'oventures LLC 4 Ba iew r Quo ue; NA 11959 To: Construct a new ingle fam' dwell' g per CHD as applied for: Replaces BP#44 24 At premises-located at: 14124 Oregon Rd., Cutcho ue SCTM #473889 Sec/Block/Lot# 72.-2-4 7***� 001 Pursuant to application dated 1/25/2021 and approved by the Building Inspector. To expire on 7/27/2022.. Fees: PERMIT RENEWAL $1,929.20 Total: $1,929.20 Building Inspector ram" TOWN OF SOUTHOLD o�gU o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "� • S� 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#: 44024 Date: 8/1/2019 Permission is hereby granted to: Hawkins Bioventures LLC 4 Bayview Dr Quogue, NY 11959 To: Construct a new single family dwelling per SCHD as applied for. Replaces BP#42341 At premises located at: 14124 Oregon Rd., Cutchogue SCTM #.473889 Sec/Block/Lot# 72.-2-4 Pursuant to application dated 8/1/2019 and approved by the Building Inspector. To expire on 1/30/2021. Fees: RENTAL PERMIT $1,929.20 To $1,929.20 Building Inspector �S�FFnI�. TOWN OF SOUTHOLD o BUILDING DEPARTMENT TOWN CLERK'S OFFICE may,• 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#: 42341 Date: 2/2/2018 Permission is hereby granted to: Hawkins Bioventures LLC 4 Bayview.Dr Quogue, NY 11959 To: Construct a new single family dwelling per SCHD as applied for. Replaces BP# 40876 At premises located at: 14124 Oregon Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 72.-2-4 Pursuant to application dated 2/2/2018 and approved by the Building Inspector. To expire on 8/4/2019. Fees: PERMIT RENEWAL $1,929.20 Total: $1,929.20 lY1Glu l��rj(j -For- q6 s Buildin sector ♦i r t � i 0 . • e• w r d � '� �n MAN AF .. STATE • • r Mum A I I M Way I.- molmirlm - --i-I'M - . 1 . Wi"ll M , I - / I'll, OF r � 1 • �. � �' /Yi� � 1 ► ,lbw 1 A i u TOWWOF 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 y ��C� Survey Check SoutholdTown.NorthFork.net PERMIT NO. Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 P Single&Separate Storm-Water Assessment Form JUL 15 4 Contact: Approved ,20 / (1( Mail to: "OL-iZ+ 146 &A LL( Disapproved a/c BUI aING PO Bo x 702 Koc,V—�' 4� ky. O)C+� Phone:@' gnk'.C2 q 94 t 7 78 Expiration 20 1777 � LQ U-rQ' buildmg Inspector APPLICATION FOR BUILDING PERMIT Date 1 _l L ,20--L(� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. , f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit.shall be required. APPLICATION IS HEREBY MAD,E•.to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. i" V r Y)cS Cc 34., LLL.0 X -/Y>' Z (Signature of applic or name,if a corporation) P 6 6 o X 702 . P oGV P (Mailing address of applicant) 4 1 � State whether applicant is owner, lessee agent,agent,architect, engineer,general contractor, electrician,plumber or builder i �er 9 ; � dldej fCC� r� ct�r` Name of owner of premises JosC_,Al (3- konZi- (As on the tax roll or latest deed) If ap .licant is a corporation, signature of duly authorized officer C.L C 6 e,-5 a ,-5 CIA-Lk-OL G, (Name and title&corporate officer) Builders License No. 5 �o Plumbers License No._31 L4• - N P Electricians License No. 4 80 1r Other Trade's License No. 1. Location of land on which proposed work will bedone: House Number StreeV Hamle County Tax Map No. 1000 Section 72 Block 0 2- Lot QL4 i" Subd?vision dv-t C on L o J• Filed Map No. I 12 570 Lot 2. State existing use and occupancy of premises and intendedu e and occupancy of proposed construction: a. Existing use and occupancy cc n+ 0" b. Intended use and occupancy. ,st, 01-14 ,t 9l" 3. Nature of work(check which applicable):New Building a/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units ( Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. i7/Cz- 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Storie Dimensions of same structure with alterations or additions: Front Rear Depth Height Number f tories 8. Dimensions of entire new construction:Front .����a ° Rear °V nr Depth i Height Number of Stories 9. Size of lot: Front 1 (5 •52 ° Rear 18 S 52 ' Depth 5 I 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be remoyed from premises?YES NO �v�r .T' VU 14.Names of Owner of premises �-y Address G i( P Phone No. 744 -f3.ri b H Name of Architect _-Tc P-GT R u4i e. Address Phone No Name of Contractor MO-V.' -lows Fc S Address P r)r i(�e n-L Phone No.J444 -26 5,9 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO�,� * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES tX NO * IF YES,PROVIDE A COPY. Christopher YO Ktate o-Llallos Notsry publicf Now York STATE OF NEW 1ZK) peg No 01LA6323127 S pudified In Suffolk County COUNTY OF CemmisNon Expires April 20,2019 L.ut-Q Co- erns Q S -nc_,ACf- being duly sworn,deposes and says that(s)he is the applicant (Name of individua igning contract)above named, S)H is the C ot-7-L�-r'_C,40 6- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ay of 20_i� o ublic Signature of Appli Scott A. Russell SUPERVISOR MA\NA\G)EM)EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119T1 ®� Town of Southold JUL 202016 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ------- DOES THIS PROJECT INVOLVE ANY- OF THE�FOLLOWING- (CHECK ALL THAT APPLY) 1 Yes No �❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [�❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. +I I � ❑[� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I( erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted �i on FIRM Map of any watercourse. �❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 3f'f Control Plan was received by the Town and the proposal includes1 j 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 Numbed 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 witE—your Building Permit Application. ------------ „ S.C.T.M. #: 1000 Date 11 APPLICANT: (Property Owner.Design Professional,Agent.Contractor,Other) l Dv*rtct NAME: I�'I etnz.' o rrx.S f G 5� L.C a 2 `��� 7/S"1�✓ tj m Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Infonnatiotr G 3d V e5 Mko..am Nu b.) ;i I Reviewed By i� - - — — — — — — — — — — — - - - I 1 Property Address/ Location of Construction Work: `'f — — — — — — — — —Se— — — — — — — — Approved for processing Building Permit. j ! I ti I Z� C�!'egc✓+ �.Oc,c I Stormwater Management Control Plan Not Required. j — ': Stormwater Management Control Plan is Required. f ? ,l ! (Forward to Engineering Department for Review) , FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 (Property Owner.Design Professional,Agent,Contractor,Other) CH"TER TER 236 oZ_< Stormwater Management Control Plan CHECK LIST NAME: MQ N2_061l C - o L �' Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ph—Him <<°3l Date: °�, ?IC The applicant must provide a Complete Explanation and/or Reason for not providing . c gU�7'J1 g� /yLz- I �ij �01 �'� all Information that has been Required by the following Checklist! gnu um 4 Telegnue Num4r. . A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. 0 c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§zss-mcm. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 EROSION&SEDIMENT COidTROLS e. Limits of Clearing& Area of Proposed Land Disturbance. Shall include but not be limited to: i'. Existing& Proposed Contours of the Site (Minimum z intervals) 00 g. Location of all existing&proposed structures,roads, Wire Backed"Slit Fencing,stah-11112-tion driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& Seeding of exposed ai d/ai inactive sails. proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). �0 I. Location of proposed concrete washout area(s). DRAINAGE INSPECTIONS ARE REQUIRED M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 'OR On on-site the run-off from all impervious surfaces generated by a two(21 inch as w1en InsMued to Code. rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiting details shall include but not be limited to: a. Erosion&Sediment Controls. / 0 b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) ----- _... ..._. -.---_----------..____._--------- _.._.._....__..---._ ._-.._._.._.__....------......-----_-----...._..__...._...._...._.._.___._..) r.fR..**��FOR-ENGINEE_ DEPAR � T USE ONLY i Additional Information is Required. (i! Reviewed & I Stormwater Management Control Plan is Not Complete. EApproved By: - — — — — — — — — — — — — — — — — — — — — — — — I << Stormwater Management Control Plan is Complete. C !1! Date: SMCP has been approved by the Engineering Department.!!; ..... ........_..._..._._.____.___.__.__-_-__....__.___..__._.___..-------------_._..._.._____ ..__. _ -----_.______._____.__ _ __ ----------------------..__. ---------.1 FnRM 4W h" l.ict-TC)C MAY 9nld • I i ,OtJND D WATER SERVICE FOR PARCELS 1. 2. 3 & 4 PLOT PLAN 3 S OF G IsLAN �g5 52 1. WATER SERVICE FOR PARCELS 1, 2, 3 & 4 TO BE LOT 2" COPPER FROM STREET MAIN 20' DOWN FLAG TO 2" LON POLY PIPE, 200 PSI RATED WITH NSF STAMP. POLY PIPE MAP. OF IS, IS TO BE INSTALLED TO A POINT 20' FROM HOUSE. OREGON LANDING 1 AS, LAST 30' TO-BE COPPER 1026,�Z�� /-- �j;O,, 2. WATER PRESSURE AT HOUSE CONNECTIONS TO BE NOT FILE No. 11290 FILED JULY 25, 2005 LESS THAN 50 PSI FOR PARCELS 1, 2, 3 & 4. SITUATE N -- F K ON 6/20/02 CUTCHOGUE ---'-'- AppARENT HIGH wp1ER TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 4.0 S.C. TAX No. 1000-72-02-04 SCALE 1"=50' MARCH 24, 2014 gsa _ 10 JUNE 11, 2014 REVISED PROPOSED HOUSE =� 20 1 201^ �- --_- 0 _ 75 O',// BOTTOM OF BLUFF MARCH=S= _ -3-40 CO>, (AREA DOES NOT INCLUDE1.7396ac�. ft. v _ G,q AREA SEAWARD OF THE -_-55 C9,�O APPARENT HIGH WATER MARK) -70 NOTES: Zp 70 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 30­r! ,-zoo -� ---68 EXISTING ELEVATIONS ARE SHOWN THUS: 6� y 2. REFER TO FILED MAP FOR TEST HOLE DATA. AO 50, ,i '�� � I-'\� COAS�A>- L��A�RD NE - --- --- ----- --66 3. 1 TANK; 110' DANIMUM SEPTIC T4' LIQUID DEPTES H FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. PTH �1 4. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA. 2 POOLS; 12' DEEP, 8' dia. ----- PROPOSED FUTURE 50% EXPANSION POOL boa o ® PROPOSED 8' DIA. X 12' DEEP LEACHING POOL O \\\ PROPOSED 2,000 GALLON SEPTIC TANK \ p. \ 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 I OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. I I I GSFS p�Oj I DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,420 sq. ft. Cic1c G� I I 1,420 sq. ft. X 0.17 = 241.4 cu. ft. 241.4 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required 9TFp YG l I� PROVIDE (1) 8' dia. X 6 high STORM DRAIN POOLS THUS- PROPOSED1 i �F�o / ry ti 665 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN OF 1qp PRE ,�{' ti H INI M - ST DA EYS �$TY�BLIS ED �\ / :.. op'pyEo: :.. ___-' ''/'/ sj B THE r -kh'{1N'THE PROVEC} ta7\DFiJ'T . / Q -PFL UGJ�% ::: - Q ' R SU U BY THEN hb TAT71AN0� X RLE S ION. T /X \ •9J� �L ..r.:::.............. CST 6N 6 ° Q w , 64.5 19, - a 85' 1,10 �v�DwPv N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION SJ 2 w B\,\G wPT TO THIS SURVEY IS A VIOLATION OF r7 \N IV �. Nathan Taft Corwin I" SECTION OF THE NEW YORK STATE \o 2 ' Y�O EDUCATIONN LAW. 1' 62' r RING - Land Surveyor COPTHEIELANDFS RIVEYORRSeINKED SEAL OY NOT RR 0 \a EMBOSSED SEAL SHALL NOT BE CONSIDERED 61.8 (E� TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN OF WAY G�Aj Q� PJg ONLY TO THE PERSON FOR WHOM THE SURVEY 10.gT JP IS PREPARED,AND ON HIS BEHALF TO THE IZ Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND y1T10 LENDING INSTITUTION LISTED HEREON,AND 20 / INSTI- PHONE 631 727-2090 Fox 631 727-1727 TO THE ASSIGNEES OF THE LENDING NSFER ( ) ( ) MIDN. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. U ND S� WATER SERVICE FOR PARCELS 1. 2. 3 & 4 PLOT PLAN OF G IsLA 85 52 1. WATER SERVICE FOR PARCELS 1, 2, 3 & 4 TO BE LOT 3 2" COPPER FROM STREET MAIN 20' DOWN FLAG TO 2" � LON POLY PIPE, 200 PSI RATED NSF STAMP. POLY PIPE MAP QF ©p i s IS TO BE IN�/AT TALLED TO A OIN 0' FROM HOUSE. `� r S6 LAST 30' T0 �, OREGON LANDING 1 i 2. WATER PRESE C�Ot \TO FILE No. 11290 FILED DULY 25, 20056,�rL" 17p,, LESS THAN RCELS SITUATE �JFCUTCHOGUE KON B/20/02APPART HIGH WAMAR TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK AS �,o S.C. TAX No. 1000-72-02-04��9{ V�� SCALE 1"=50' 0 J° MARCH 24, 2014 A 10 `E d�� �► 0 JUNE 11. 2014 REVISED PROPOSED HOUSE O�� of BWFF MARCH rs -3 'f".n'� �Tf -I� �YC &C�, ���r 1a AREA DOES NORWCLUDE 75,736 sq. ft. 6DTT�M_ =-40O�r" `y ® �� 'BOA- �'1't ( AREA SEAWARD OF THE 1.739 O C. _ -_-50 '$'`� `f � ✓�C APPARENT HIGH WATER MARK) =___60 NO S: 20 = = -i 70 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 30 =+_ g; 4_ _� ---68 � �� EXISTING ELEVATIONS ARE SHOWN THUS: 650 2. REFER TO FILED MAP FOR TEST HOLE DATA. '' ON HA7ARO�NE rf 3. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. --- ____ _ ____ O�� 1 TANK; 10' DIA. 4' LIQUID DEPTH - 6 --- - 6 4. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA. 62' -�- ------ �O 2 POOLS; 12' DEEP, 8' dia. PROPOSED FUTURE 50Y EXPANSION POOL PROPOSED 8' DIA. X 12' DEEP LEACHING POOL Excavation }! pq + O \\\ Excavatio t inSp=ction Required O PROPOSED WELLS GALLON SEPTIC TANK Af� tf�1 g"e '�j7� �,o �\ � 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Fo- Sca GctCa"'ry ys+Le1"H 1 i OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5 q� By Health Department GS I I DRAINAGE SYSTEM CALCULATIONS: Fs o� a °LB�ic��cO 49, II \� ROOF,420AREA: sq.1ft2X 017 ft. = 241.4 cu. ft. 4- i� 1 \� I 241.4 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 6 high STORM DRAIN POOLS L h i �F ry ry 66.5 PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: I PREPARED IN ACCORD P�MLNIMUMS6. " STANDARDS FOR UR -,MLN �ED •""•'�SE�.:::': �66.0 %/ BY THE LIA.LS T11 FOR SUCH U AT�LpND . / <J w....:;:NO... ':.::::::::::. O TIT ASSO I P X0:. VkF7 Ott /i '� INN W a 52 „sl �OWAY Li No. 50467 M � / W GRpN \N QONJ• 17� SER Y ° O HISUNAUTHORIZED ALTERATION OR SURVEY IS AA VIOLATION ODFTION SJO � 2 W P�evc WA Nathan Ta -ft' III SECTION LA OF HE NEW YORK STATE a9 i RO EDUCATION LAW. { 62.5 ro A•2 Y LandSurveyor COPIES OF HIS SURVEY MAP NOT BEARING 2 THE LAND SURVEYOR'S INKED SEAL OR 5 O \� OBO EMBOSSED SEALID TRUE NO BE CONSIDERED Y 61.8 ^ �P•(E.� CERTIFICATIONS INDICATED HEREON SHALL RUN OF wp G.�c( 0�'NYQ`J0 IS PREPARED,AND ON HIS BEHALF LY TO THE PERSON FOR WHOM TTO THE jtlGfl`1' JP Wes, Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND yyjDr LENDING INSTITUTION USTED HEREON,ANDTO TH ASSIGNEES OF THE 2Q INSn- PHONE (631)727-2090 Fax (631)727-1727 TUTONE CERTIFICATIONS ARE NOTI TRANSFERABLE. / OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. sotjNO s LAB D �2, WATER SERVICE FOR PARCELS 1. 2. 3 & 4 PLOT PLAN O F G I �S 1. WATER SERVICE FOR PARCELS 1, 2, 3 & 4 TO BE LOT 3 2" COPPER FROM STREET MAIN 20' DOWN FLAG TO 2 LON POLY PIPE, 200 PSI RATED WITH NSF STAMP. POLY PIPE MAP OF IS TO BE INSTALLED TO A POINT 20' FROM HOUSE. OREGON LANDING I LAST 30' TO BE COPPER 2. WATER PRESSURE AT HOUSE CONNECTIONS TO BE NOT FILE No. 11290 FILED JULY 25, 2005 43- 4-0 01, LESS THAN 50 PSI FOR PARCELS 1, 2, 3 & 4. SITUATE F CUTCHOGUE ARK DN 6�20/D2 _ EROSION&-SEQIMEN7 CONTROLS pppARF-HIGH wAR TOWN OF SOUTHOLD Shall incline but��i3>>'limited to: 4.0 A well majlijtained'C6i structtn Entrance, S U F FO LK COUNTY, NEW Y O R K Wire Backed Silt Feruc'mg,stabiftation& S.C. TAX No. 1000-72-02-04 tpd/er inactive soli SCALE 1"=50' MARCH 24, 2014 10 JUNE 11, 2014 REVISED PROPOSED HOUSE DRAINAGE INSPECTIONS ARE REQUIRED APRIL 8, 2016 REVISED PROPOSED HOUSE 15_2014 _3o Contact TOS Engineering at 765-1560 before AREA = 75,736 sq. ft. __40 eo Backfill,OR Provide Engineer's Certification (AREA DOES NOT INCLUDE 1,739 OC. AREA SEAWARD OF THE ---50 C'-Qy7.O that the drainage has been Installed to Code PARENT HIGH WATER MARK) —_—60 70 NOTES: 70 APPROVAL OF STORMWIATER MANAGEMENT ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM — 68 CONTROL P EXISTING ELEVATIONS ARE SHOWN THUS: 65.0 _ _ RL " " .� "�- . " LAN T n !de er 236 2, REFER TO FILED MAP FOR TEST HOLE DATA. 40` %�' �= ` ` `.o Sl RD=NE �` =� ", `"`"`." ` `. Date: /10 .3 MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. 5 0` DA�Ac�oN =�, —_ ----- — 1 TANK 8' DIA. 5' LIQUID DEPTH 0.BUFFER`y` ` ` " ` ` - ��• MINIMUM LEACHING SYSTEM FOR AN 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 62`_ T-"-`` pNC1 ."."."." ..`...". L.... 2 POOLS: 8' DEEP, 8' dia. " ` ` `50; ljpp! Q15j- ", PROPOSED FUTURE SOY EXPANSION POOL `"'"""` Co ® PROPOSED 8' DIA. X 8' DEEP LEACHING POOL 0N a� PROPOSED 1,500 GALLON SEPTIC TANK p6E tV j1. F NGF�t� 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �NyytA D 1 I OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 0 5\� so G ` Pppp0pR\0`-\N6-PNGti I DRAINAGE SYSTEM CALCULATIONS: 'sFS.0, \N�OFGO\`� 1 y I 1 ROOF AREA: 1,591 sq. ft. oLlcc L/ \,\MRp\1NV PpSFD R1xGU111 1,591 sq. ft. 0,17 = 270 cu. ft. P q 6�iNO 6 s C' G<E✓� \ 270 cu. ft. 42.2 = 6.4 vertical ft. of 8' dia. leachingpool required p120O050.4t- 1 �\ 1 � PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOLS PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: > 96.5 DRIVEWAY AREA: 1,770 sq. ft. 1,770 sq. ft. X 0.17 = 301 cu. ft. F` / � - 301 cu. ft. / 42.2 = 7.1 vertical ft. of 8' dia. leaching pool required \1` / C rob 301 (1) 8' dia. X 8' high STORM DRAIN POOL l PROPOSED 8' DIA. X 8' DEEP DRYWELL WITH OPEN GRATE ia) O ` / - '� p5 "'�' �� FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: PREPARED IN GSdRfITHr`C IyUM�';i` �, �\ / P. ����pp..��!!y--: D;: _�v yy STANDARDS D �..;(jY:;:p6 6!:".:. .::.:::.:::. ..: '�_ G � S1 BY THE L,. .L D / >r4::,'... -::::• y-1: .::::r�'.:::: pROP pR� � FOR su u IORk i / ` :•:::::F F)t.�r :._'.';:� yp1L 570GK ,9,, TITLE OCIAT g6 oA7 65.2 W / 3Y O / ). �1 6N MPO �H6 ec S� "\ Z O / w 64.5 �l• 3 Q��P\N � fti O `J 4. �-Y� p f W tvapO w. I-AN l 55V .Y Lic. No. 50467 `•'1"��O NEB µ0• TO THIS ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 0 t;''i'':1LT•��a.1 „ � PUB :Nathan Taft Corwin �I' SECTION 7209 OF THE NEW YORK STATE 6L1en 6'A, �O� EDUCATION LAW. /' i..!.`:`•;.. �:) D L COPIES OF THIS SURVEYOR'S SEAL OERARING Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED AY 61.8 TO BE A VALID TRUE COPY. ONLY CERTIFIC TOA TIHESPERSONTED FOR WHOM THE HEREON LSURVEY GgT OL RUNF w JPGPc� O� IS PREPARED,AND ON HIS BEHALF TO THE E RI Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND H11D LENDING INSTITUTION LISTED HEREON,AND 20' TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTinCATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. DETAILS FOR PLOT PLAN OF aTORMWATER MANAGEMENT NOTES:1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION LOT 3 MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. MAP OF 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, P STEEL 00D(TYP.) OREGON LANDING 1 \ A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REo'D. WITHOUT WIRE MESH SUPPORT FILE No. 11290 FILED JULY 25, 2005 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.C. SPACING THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W/ WIRE SUPPORT FENCE SITUATE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 6' MAX. O.C. SPACING CUTCHOGUE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS W/0 WIRE SUPPORT FENCE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE — TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. " ` ' -`' . '•= �0� SUFFOLK COUNTY, NEW YORK 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ' S.C. TAX No. 1000-72=02-04 BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT -1 `''' ' SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ATTACH FILTER FABRIC SECURELY SCALE 1"=50' SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST MARCH 24, 2014 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED / \� h4\\\\ \\ ��� JUNE 11, 2014 REVISED PROPOSED HOUSE AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE //////////// r./�///�/i// APRIL 8, 2016 REVISED PROPOSED HOUSE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES \^�\^��\\\j SILT FENCE DETAILS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT TO SCALE 50' MIN. UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. OR TO BE SUFFICIENT To F KEEP SEDIMENT ON SITE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NOTES; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO z 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER w I HAY BALES AND/OR 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED a SILT FENCING ON THE PROPOSED RESIDENCE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW n 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. OFF—SITE TRANSPORT. 0 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS w OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF I A 36" HIGH POLE (MAX.) p "' �"y FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. STEEL DR WOOD POST _ 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE r ------------------------------ SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOW HAY BALES 2.'x2" STAKES IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF �— (TWO EACH BALE) Q FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, FLOW WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VD RADE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING ,\..... .: ;;,,;:` \�,\�,\.. S BACKFILL RAINAGEPERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION /\/\ :`�/\/\/ COp HAY BALES AND/OR AND GROWTH. / f NLET SILT FENCING 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER \\ '���/\�\\i�� PLAN VIEW THAN 1 SQUARE FOOT IN SIZE. N /\ /\\i 4" x 6" TRENCH 11 SITE CONSTRUCTION WITH THE EXISTING ROADS,TO PREVENT R AT UNOFF W/ COMPACTED ALL RAISED RUNOFFEIR �/� /�/ BACKFILL BALES TO BE SET OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO IN 4" TRENCH THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETAIL ELEVATION EXISTING GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) HAYBALE BARRIER @ INLETS ROAD (NOT TO SCALE) I HAY BALES AND/OR SILT FENCING NOTES: CONSTRUCTION ENTRANCE BASE OF COMPACTED O.T. STONE BLEND TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS OR N.Y.S. D.O.T.APPROVED R.CA REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. FILL TO 18" MIN. ABOVE EXISTING TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. GRADE TO ALLOW FOR DRAINAGE VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH CROSS SECTION PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) TEMPORAR 'ENTRANCE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. (NOT TO SCALE) "g: AND REQUIRED PERIOD OF USE. 2 .` SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) J 1 FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER STABILIZE ENTIRE PILE 8"TRAFFIC BEARING SLAB 1-D" WITH VEGETATION OR COVER \L' Nl/ 14, \ PIPE FROM ROOF GUTTERS • °'� C CRUSHED 3/4" — 1-1/2" STONE � ALL AROUND S. Lic. No. 50467 o r • — LEACHING RINGS REINFORCED PRECAST CONC. Nathan ate`C O r W In III 3'-0" 4000 PSI ® 28 DAYS 3'-0" (min.) 4- (min.) Land Surveyor N E Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 (NOT TO SCALE) Jamesport, New York 11947 Jamesport, New York 11947 REScheck .Software Version .4.6.1 CACompliance Certificate Project Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,640 ft2 Glazing Area 7% Climate Zone: 4 (5750 HDD) Permit Date: 2/14 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: OREGON LANDING NY Jeff Butler Cutchogue, NY Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 11901 631-208-8850 trade-offCompliance: Passes using UA Compliance: 18.4%Better Than Code Maximum UA: 380 Your UA: 310 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. Perimeter Ceiling 1:flat Ceiling or Scissor Truss 1,510 38.0 0.0 0.030 45 Wall 1: Wood Frame, 16"o.c. 2,202 15.0 0.0 0.077 155 =: Window 1:-Vinyl Frame:Double Pane with Low-E 152 0.290 44 Door 1: Solid 42 0.390 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,510 30.0 0.0 0.033 50 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck:Inspection Checklist. Name-Title �P� F� to y. Y r, e m- p N . W �Q 9 493 aC-.' Project Title: Residence Report date: 04/20/16 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Pagel of 6 t , REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code 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. 47 section Plans Verified Field 1/erif�eJ PCe Inspection/Plan Revievu Complies m`Comijnents/Assuptions &,.Ite .ID Value Value 103.2 Construction drawings and , �' � ❑Complies [PR1]1 {documentation sufficiently , ,❑Does Not demonstrates energy code x❑Not Observable InIcompliance for the building lenvelope. ��; t �, ❑Not Applicable 103.2, �Construction drawings and � � ❑Complies I 403.7 !demonstrates sufficiently ❑Does Not [PR3]1 ;demonstrates energy code ` b compliance for lighting and ❑Not Observable mechanical systems. Systems ,a❑Not Applicable jserving multiple dwelling units must demonstrate compliance W' «, ; with the commercial code. 'rr t m� 40 '.6 "�Heating and cooling equipment is; Heating: Heating: ❑Complies [002]z sized per ACCA Manual S based Btu/hr Btu/hr T]Does Not on loads per ACCA Manual J or other a Cooling: Cooling: tNot Observable E pproved methods. Btu/hr Btu/hr ❑Not Applicable '. Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) 168,�,J Low Impact(Tier 3) Project Title: Residence Report date: 04/20/16 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 2 of 6 t 2010;New � York Foundation Inspection Complies? Comments/Assumptlonsg n Energy.° . ... . :... . .yet ..,,•. ,. •. . •. � ..., _ ., a . wti ...., ,, . • 303.2 1 j Exposed foundation insulation ;❑Complies protection. ;❑Does Not }+�-.°• ;❑Not Observable �. ;❑Not Applicable 4013`8 Snow melt controls. ;❑Complies [F012j2 UDoes Not �< ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 92, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Residence Report date: 04/20/16 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 3 of 6 Section Plans Verfietll Field Verified " IF RoughAn'Inspection Complies? Comments/Assumptions Value Value & Req.ID 402.4.4 I Fenestration that is not site built ,k ❑Complies ; [FR20]1 l is listed and labeled as meeting ❑Does Not j AAMA/WDMA/CSA 101/I.S.2/A440 M []Not Observable ; or has infiltration rates per NFRC 1400 that do not exceed code Xv =s -❑Not Applicable ; limits. f._ °��'a. tgfi _ M , 402.4.5 IC-rated recessed lighting fixtures; , ❑Complies ; ti � [FR16]2 sealed at housing/interior finish � � k ; � p � ❑Does Not and labeled to indicate&It;= 2.0 �� t r ; cfm leakage at 75 Pa. µ , ❑Not Observable sM❑Not Applicable 403.2.2 (AII joints and seams of air ducts, ❑Complies ; [FR13]1 lair handlers,filter boxes, and Y hk `❑Does Not building cavities used as return "£ (9} ,❑Not Observable ; ducts are sealed. r ❑Not Applicable ; 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or-plenums. ❑Does Not . r ;❑Not Observable ; ❑Not Applicable 463.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids :❑Does Not U below 55°F are insulated to R-3. ; ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- ; R- ;❑Complies ; [FR1B]2 pipes are insulated to R-2. :❑Does Not lO ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies ; [FR19]2 r �' installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable . ❑Not Applicable Additional Comments/Assumptions:: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Residence Report date: 04/20/16 Data filename: \\vmware-host\Shared Folders\Documents\REScheck\OREGON.rck Page 4 of 6 2010"NOW" York Jnsulation Inspection:, Complies?.' Comments/Assumptions .;Energy ` 303'.1 ,�AII installed insulation labeled or ;❑Complies UN,1312 "% installed R-values provided. :❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2`. Medium Impact(Tier 2) 3'=Low Impact(Tier 3) Project Title: Residence Report date: 04/20/16 Data filename: \\vmware-host\Shared Folders\Documents\RESchec.k\OREGON.rck Page 5 of 6 Section . Plans Verified Field Verif1dd Final f spection Provisions Va Complies Comments/Assurfiptn ios 402.4.2, ;Building envelope tightness ; ACH 50 = ; ACH 50 = ;❑Complies 402.4.2.1 i'verified by blower door test result: �❑Does Not [F111]1 )of&It;7 ACH at 50 Pa.This �g� requirement may instead be met ; ;❑Not Observable ; !via visual inspection, in which ; ;❑Not Applicable ; case verification may need to ; ;occur during Insulation Inspection. ! ! I 403.2.2 ;Duct tightness via post- ; cfm ; cfm ;❑Complies ; [FI4]1 .construction with maximum QDoes Not !leakage of 8 cfm to outdoors,or 12 cfm across systems. For ;❑Not Observable ; i rough-in tests,verification may ! ; ;❑Not Applicable ; (need to occur during Framing Inspection,with maximum ; leakage of 6 cfm across systems I ! I and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies ; [Flg]2 installed on forced air furnaces. Does Not ❑Not Observable ; h : `❑Not Applicable '403.1 2 Heat pump thermostat installed 4 ❑Complies ; [FI10]i �.� on heat pumps. � I� ,_ ❑Does Not ❑Not Observable ; ❑Not Applicable ; 403.4 Circulating service hot water a'„ ❑Complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. r' g ❑Not Observable ; ❑Not Applicable 4`01:3 Compliance certificate posted. ', �, ❑Complies ; [FI7]z ❑Does Not r � ❑Not Observable ❑Not Applicable 303 3 Manufacturer manuals for ❑Complies ; [FI18]3 :mechanical and water heating x ❑Does Not equipment have been provided. ; E]Not Observable , El Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: Residence Report date: 04/20/16 Data filename: \\vmware-host\Shared Fold ers\Documents\REScheck\OREGON.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 Door 0.39 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 0 A- TABLE R301.6 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). TABLE R301.1 MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD ALLOWABLE DEFLECTION OF PER SQUARE FOOT OF HORIZONTAL PROJECTION GROUND SEISMIC FROST USE/ CONSTRUCTION STRUCTUAL MEMBERS SPEED EXPOSURE DESIGN REEZIN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF TRIBUTARY LOADED SNOW DESIGN LINE AREA IN SQUARE FEET LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION ALLOWABLE FOR ANY STRUCTURAL STRUCTUAL MEMBER MEMBER MODERATE SLIGHT TO FROM 1598 PERIMTTER EDGE ZONE - 31,2 par EDGE ZONE ■ 2e,1 per " FIRST FLOOR = 1,130 SQ.FT, DEFLECTION 20 psf 120 S C SEVERE 36" TO HEAVY MODERATE Il 599 YES FIRM MAPS 40 par 20 par INTERIOR ZONE = 2S.6 of INTERIOR ZONE - 24,6 sf SFD 30 2 TYPE V o TO 20l TO OVER p p SECOND FLOOR = 1,510 SQ.FT. RAFTERS HAVING SLOPES GREATER THAN 3/12 ROOF SLOPE 200 600 600 p To the best of mg knowledge, belief and professional judgement, §RE3801.7 Outdoor outlets. At least one receptacle outlet accessible at TABLE R301.5 grade level and not more than 6 feet, 6 inches (1981 mm) above grade, shall these lens and/ors eeiffeatTons are In Compliance With the 2010 2010 NEW PORK STATE CODE: WITH o FINISHED CEILING ATTACHED TO RAFTERS L/ISo FLAT OR RISE LESS THAN 4 INCHES PER FOOT be installed outdoors at the front and back of each dwelling unit having p p p These plans have been drawn in aGGOrdanCe with INTERIOR WALLS AND PARTICIANS H/180 (13) 20 16 12 direct access to grade. Energy Conservation Construction Code - RISE 4 INCHES PER FOOT 11:3)TO LESS THAN MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) 2010 Residential Code of New York State as 12 INCHES PER FOOT II:U 16 14 12 All non—engineered lumber to be Douglas Fir #2 or better 0 Z USE LIVE LOAD administered bg the Southold, FLOORS AND PLASTERED CEILINGS L/360 WOOD FRAME CHIMNEY N F FsEl 2 INCHES PER FOOT eld)AND GREATER 12 2 1z CONT, RIDGE VENT WITH CEDAR SIDING EXTERIOR BALCONIES 60 L OTHER STRUCTURAL MEMBERS L/240 DECKS 4O EXTERIOR WALLS WITH PLASTER OR STUCCO PASSENGER VEHICLE GARAGES 50 FINISH H/36o ATTICS WITHOUT STORAGE 10 CONT, RIDGE VENT ATTICS WITH STORAGE 20 EXTERIOR WALLS-WIND LOADS WITH BRITTLE ROOMS OTHER THAN SLEEPING ROOMS 40 0.00, FINISHES L/240 W _ SLEEPING ROOMS 30 EXTERIOR WALL54111ND LOADS WITH A STAIRS 40 12 FLEXIBLE FINISHES L/120 U w GUARDRAILS AND HANDRAILS 200 NOTE: L- SPAN LENGTH, H- SPAN HEIGHT a 10 ASPHALT ROOF SHINGLES (TYP) u ACTUAL FINISHED GRADE A. THE WIND LOAD SHALL BE PERMITTED TO SE TAKEN AS 0,1 TIMES m STEP MAY VARY DEPENDING ON THE COMPONENT AND CLADDING: LOADS FOR THE PURPOSE OF THE � - DETERNMINING DEFLECTION LIMITS HEREIN, - FLASHING, EXISTING GRADE CONDITIONS '_-TYP. 43 SOIL SEARING CAPACITY FOR THIS SITE 15 --------------- ---s___-- ----------____-- IS BASED ON TEST HOLES BY OTHERS lo, AND HAS BEEN DETERMINED TO BE — - - AND OF PLATE 2,000 PSI (SW,SP) PER TABLE R401,4,1 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE 0 El a a . 1 '� f d'V'i•3.: t '1 • ;ter" a �o rE OF] 0 D E:T/! FEa 0 . � NOTIFY M'3',T AT 76.5-1802 8 F„1? 70 r ' �x n CRICKET r cr rI , FOR THE- VINYL w F01 LO'r,II�l2 1i 47. l_�./11ii1•�..1. SIDING (TYP) — - - —TOP OF CEILING 00 --------- - — - - —TOP OF SUSFLOOR FO I POURED C.C' ,_ i•�I�,li� 2. P;OUG`� - FF;�^,'e':;dC; 8: PLU,.",':i;PJG z 3. INSUL/�,TIOPtI W 4. R')�'TI��^� P,hUST m ® ® ALL CONST^,.;CTI:7,! u !i'.f..L PJ FET THE o — REO1!!P.Ct E-,'TS Ot Tl. 0 o a s _ I I I�C��5�:'Ot, I_ YORK STATE. P'!01 Fc. ;Poi' IDLE FOR C- '� T r'tc'r`, p I" — DESIGN Ci'� =iSTRUC;;TION ERRORS. EEO ILEOr STAIR AND RAIL PER CODE COI — - - —TOP OF S SF OOR `J N ',,. .) ctl —TOP OF FOUNDATION I r,/,;[-, O I� c�il 11_L1 ; GRADE �rnlT GRADE �.:. b I I I ' ' I ........�._.�., I Z % 1- N ..Q , �Y cEl I I I I I I I I I I I pS I I I I I I I I - I I I I 1 'Jv�•. _ i•I„_'. � � .[� VI "y----------------------------------------------r---, I I I I I 8" P,G, FND, WALL ______________________y_ 1 I I I pp l(NjY/— `------------------------ -Ty--, I I I ON 16" X 8" P,G, FTC, I I I I LI I I 1 I �-1-F Z 1 1 i I I I I O CU / iNICY OR O I I I I I I I I I I I £ STEP FOOTING I I I I I I I I I I I USE IS Uf�LAWFUL r�f1 t o 30 DEG MAX. _� _ I I I 1 � I IJ.1 O � cfJ r� r� ------ - --------------- --------------------------------------- ---- — - TOP OF FOOTING ---------------'--------------------------------------------------- -----------'- I I ------------ I -- I `I I I l I ---------------------------------- ----- --------------------------------------------------------------------------------------------- CERTIFICATE --------1� �'�'►T�I�JUT CERTI'FICA �= o FRONT ELEVATION o z RIC�HT SIDE ELEVATION. OI= OCCUPANCY o N WOOD FRAME CHIMNEY CONT, RIDGE VENT '1' WITH CEDAR SIDING 7-1-L SEE DETAIL SHEET FOR CONT. RIDGE VENT '''''' - HIGH WIND CONNECTION W I2 REQUIREMENTS — CONTRACTORS OPTION: PLUMBER CERTIFICATION ENGINEER: INSTALL STRAPPING ON ASPHALT ROOF SHINGLES (TYP) — ON LEAD,CONTENT BEFORE ERTIFICATE-OF OCCUPANCY �P��°Y T.e�you OUTSIDE OF SHEATHING w SOLDER USED IN WATER 'oo _ SUPPLY'SYSTEI".1 CANNOT EXCEED 2110 OF I e LEAD. � � W m w 2 PLUMBING' �0 0�3493 ALL PLUMBING"W/ASTE TOP OF PLATE— - - — - &WATER LINES NEED A9CFESSIONP°' TESTING BEFORE COIVERING JEFFREY T. BUTLER, P.E. Q to TRUSS PL.ACAR01MG REQUIRED ° } t pM ,rylr.'�4}^T`°�°t2�P�alr�«dew-qvr 0 yy � W In /.�i,C,}i'+ t�� U Q Ct1t tllc Clt`:)Im, r7 i9;'"I;"�'i ii..r "tr„a t0 CCd U QO TOP OF CEILING— - - — VINYL SIDING (TYP) LZ — b ~ Q I TOP OF SUSFLDOR Q Z z° cA O z m j J LLl Z3 a a ()L -ZO = _ ® ® O O STAIR AND RAIL �� V PER GOREEJILLU LLJ�u O 8'O"x1'O" O.H.D. 8'O"xl'O" O,H,D, \ _-_ tL _ N � O O WOOD STEPS AND OOD STEPS AND -" TOP OF SUBFLOOR— - - — _ RAIL PER CODE AIL PER CODE O M3 TOP OF FOUNDATION— - GRADE a GRADE O u a I I I I I I I z I I , I , I O I _ I 01 II I I I I = ---,-----------------------------------------------, ----------y - 8 P.C. 1=ND, WALL I I � I I I I I , ——————————————————————————————————————————————————————————————T ON 16" X S" __ ——}——————————————————————————————————————————————' PAGE : P.C. FTC. I1 �j I I I I I I I I I I y I LEFT BIDE � i �---i I STEP FOOTING I I I I I I I I 1 1 I F---i F---i I I I I __ _ I I I I I I I I I 1( ATIO1�� ------------------------------------ I -- ---------- TOP OF FOOTING- - - - ---- ------------------------ ------------------------------------------------------------------------- -- --, -- 30 DEG MAX. I � � ---------- ---+---+---- ----------------- -�— -- T - ----------- --- --- -------------------------------------------------------------------'-----1----------1: IL----- y--- ------------- -------------------------------------------------------------------------y`--1' REAR ELEVATION TABLE R402,2 Holdo[vns R'i'ansion'Ties. _ ,;:;, ;, • MINI MUM SPECIFIED coMFRE.SSIVE OF CONCRETE ONGRET CxTI-I E �stf%+ This product is preferable to similar connectors because a' -W--; aJ easier InslaflalMn,b)higher loads,c7 lower Installed cos[, vortical tvuat err''' MINIMUM SPECIFIED n era combination ifthese features. ,;:; �T n+e,neer nn.,mss jI I~ I 2 "•• HDU Holdowns are pre-dIof!acteel during the manufacturing NAILS• " S process,virtually eiiminanny del action under load due to material sketch. for (•" � COMPRESI VE STRENGTH (F`G) They use Simpson Strong-Tie°`Strona-Drivet'screws(SOS)which Install fr nv;adada0 easy and provide reduced fastener slip.Using SOS screws results it a runnea ` -s avaas[ w / - t�astan^r q, RIDCsE VENT WEATHERINNG POTENTIAL greater net section,when compared to bolts.as no material is removed. ncl1eG,,,olr.m Im, H SHINGLE RIDGE CAP , p The HDU series of holdowns are designed to replace previous versions • rna d e ro , of the product such as PHD's as well as bolted holdowns.The HDU2 4 / TYPE OR LOCATIONS OF and 5 are direct replacements for the PND2.5 and 6,rpspe-tively. t) o _ - CONCRETE STRUCTURES SEVERE For more information on holdown options,contact Simpson Strong•Tie. i y - c GO NEGLIGIBLE MODERATE SE SPECIAL FEATURES: HDU unr.`.. - N: jNs, �+ EXHAUST AIR ( C -�� - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT •Pre-deflected body virtualht eliminates deflection due U.S.Patent ®'~ �- �- ' i IJ - �� EXPOSED TO THE WEATHER 2,500 2,500 2,5D0` to material stretch. SHINGLES - 6,112,495 r.. 't•' h,, 1 •us es SDS screws which irstall easily,reduce fastener slip,and U. a ax ':' '?ll'•' -� ROOF SHEATHING (TYP.) I J provide a greater net section area of the post compared to bo'ts. �I \�o I'ixven ::". FELT PAPER _ BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2,500 2500 •SDS screws are supplied with the holdowns to ensure ? 1+ , GARAGE FLOOR SLABS 2,500` proper fasteners are used. 'I •No stud bolts to countersink at openings arirom,n Typical HUU Tie ' l 1 Put,.: ya 5-106 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND MATERIAL See cable FINISH:Galvanized ',N' o -otM ° Between Floors INSTALLATION: •Uso all specified fasteners.See General Notes. oc ry rr r Pk n ss NAILS ( OTHER VERTIGLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000° 3,OC)O° / For use in vertical and hot zontal applications. !'' •No addit anal washer requ red. lv w u I •To tie multiple 2x members together,the Designer must determine RAFTER ' PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE Preservemro-trusted I I t WEATHER, AND GARAGE FLOOR SLABS 2,500 3,0000.E 3,5Q0 the fasteners required to join the members to act as one unit ! � bane:may ha Horizontal HUU Der ASTt7 test r(k u-r.I See SU and SSTB Anchor bolts on For ho!derrns. r' o la t View) FOR SI: 1 POUND PER SQUARE INCH 6,895 (CPA, wilhoul splitting the wood See page 2 for values. e;inrad Offset i •pages revis for anchorage cations, _ ( n View) ''�,/^�/ A. AT 28 PSI, •SDS screws install best wdh a ; standards.anchor bolt nut should low speed high torque dr'.!avah i"= t. B. SEE TABLE R301,2(I) FOR WEATHERING POTENTIAL, - • v C, CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING a W hex head driver. he flinger-tight plus to/z turn with . •Refer to technical bulletin a hand vnench,vr'lh consideraton �; ; SP"'�r:.; � T-ANCHORSPEC for post-nstalled given to possible hnure wood o:. u`'y Horner anchorage SOIuLons(see page shrinkage.Care should be taken to v b :: no srmrm SIMPSON STRONG-�-TI DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, 191 far defails). not over-torque the nut.Impact CODES:See page 12 for Code Reference wrenches should not he used. Vertical HDU Installation sae footnote'7 RIDGE BEAM D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) Key Chart. d. \/ i`I /A� SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT, T ( Dimensions Minimum AltowahleTen3ibnLoads(lbs.) RIDGE VENT DTf""1�� HS HURRICANE TIE E. SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT, - (in.) Fasteners Wood (16g) Code z Deflection at BackP(11 shall not be placed against the Model i,Ga ; Anchor Member lowableLoca Raf. well until the wall has suff(cTent strength ) No. (1I i SDS 'Thickness' - TD --------------�--- w----�H---Y--�--1- SD_j�{Ino)a_'i�_,Screyl i DFTSP. ..,SPFIHF - Ailowa(Ina�oade.c---._-.._...j T " - - HDU2-SD52.5_ _14_ 3 8 Y,n 3/n_l_1_t T_4 s/c j_5-SDS x2/i 3 307,, ; 2215 _0.088 been HDU4-SDS2.5 t4 3 0'';,sI�3y,l iis'• TN/a I ?a _�1o_SDS3'ix2'h' _3 4565 3285 0.114 i and has b n anchored to the floor above, _ - '� or has been sufficiently braced to prevent damage HL'U5-SDS_2_5 14 3 13tiis 31'a i''•" I"a 3s 14-SDS'i x21h" 3 5545 4065 0.115 i 49D5 0.084 by the backfill (Section R404,1,1) = HDU&SDS2.5 10 9 ifi"=b'-3h S ii '-1 s ` ie 120'SDSY;X2Y 9535' -5665--- -"0.1 -- 6.L24, 1, r 0.173 f5 HDU11-SDS2.5 10 3 2214 3•, 1, 1 G 1 30-SDS la x2le r 6866 0.137 NOTE: PROVIDE SIMPSON L55U28 I I /%a --- 11175 8046 0.137 0 R ' - 14390 10360 -_- C177_ HDU14-SDS2.5 7 3 25Yie':,3va 195e 1/s I '4 36-5DS1'4`2'h` ; �r=' - - --- - HANGERS AT EACH RAFTER/ / ' 14925e•' 10745 C.177 CEILING JOIST CONNECTION, _ ------------------------- 1.Alluviable loads have teen increased for earthquake or wind load durations with festoners.Holdowns shall be Installed centered along the width of the attached post. i no fgnher increase allowed;redau where other lead dura>i Y7&govern 5.tension values are valid for holdowns flush or raised oil of sill plate 2 The Des gear must specify anchor bolt type,length and emhedment.Sea S6 and 6.Deflection at Hn,hest Allowable Tension Load includes fastener slip,holdown SSTB Anchor Bons(pages 27-29)Rotor to ierhnical buffehn T-ANCHORSPEC for elongation,and anchor bofl elongation(L=6').Additional elongation of anchor bolts mhoht anchor solutions(see page 191 for details). shall be acco;,nted for by the Designer wher holdowns are raised higher than 6'. _ 3.Structural Composite lumber co wars have sidf s that show either the wide face or the 7-Tabulated loads may be doubled when the HDU is installed on Opposite sides of the NOTE: edges of the lumber suands.Wereers.Values in the tables reflect installation ir;o the wood member provided either the post is large enough to prevent opposing holdown ALL LUMBER THAT COMES IN CONTACT WITH z wise lace.See technical dut!etn T-SCLCULUDdN for values on the narrow lace(Odge) screvr interference or the holdowns are offset to eliminate screw interferences. (see page f91 for dela0si. 9.Noted HDU14 allowable loads arc based on a 51,V wide post(6x6 rain). 4.Post design by Sxciher Ahr:cable lead values are based on a minimum wood member All other toads are based on 31h"wide post minimum. w thir,kne53 m the direction of the tasnener penetration.Posts may consist of mu;',ipla 2x CONCRETE WILL BE ACQ LUMBER e mambos provided may are designed to act as one ur!it independently of the holdu'a•n 9.Requires heavy hex anchor nut to achieve tabulated loads(supplied Win holdc.,m). M N 'f�A, .°7i4�^":£H:":L': NF :'�,�. "":i,'',5. h,' i"' - -5 F:S':. i.:.Rr•h.:�-'C•`-�,.' _ 1 ti-', - Ill y"- r,-.�.. �k ...e',,'�,..`.'+.'r•,....;A. i<f _ - ,;.2"rsY,�tM �r.;f- i~�.;,1 :.),'�':�=. �p 1 t ..::ia:. :�."Iil.'>: =X ,rL•.'. .ej".`.,5':!5::':•Er- .•`r.[>j:.::'^ii3: , r ..,,t3, ''} .�Ftfa.�.,..' .^.'kc� r. '1 (i,�r 3.'�,.,,'`,:'.gt;'. ,q,': ,fi;n.," -.�q.;",.,:e+.,;- _.a> �f• _- - i 1'�,,,ti•r-: 'cV''r,VIM 7 The PHD Series of pre-deflected holdowns are being replaced by HDU holdowns.For specifications that 1,:, •' } m Call tar a PHD,contact Simpson Strong-Tie for equivalent HDU models.See above for details on h the HDU series of pre-deflected holdowns. ' 37 58'6" 24'2" 34'4" q4) ; , U 6'6" 9'4n F DOOR ABOVE 11'0'/1" 7'5'/" 2'0" r [ 1 ` C1l U4 r- 6'6" GH EK WALI s HOLD BELOO - L.C, STO P ABOVE --`+ FINISV470 GRr4DE, t 8 �2-2x8 AG ,U, IRl?EI� i TYPICAL PROVIDE HOLD DOWNS AT EACH CORNER SIMPSON HDU5 (TYPICAL) - SEE DETAIL SHEETS t'� nl �( R311.5 Stairways. ll 10'6" PROVIDE 5/8" ANCHOR BOLTS 36" O,C, MAX, ;.{! X Z !L I - , 1 ' WITHIN 1' OF EACH SPLICE IN SILL PLATE R311.5.1 Width.Stairways shall not be less than 36 inches(914 tom)in clear width at all points IS" DIA x MIN 48" DEEP iM io SEE DETAIL SHEET FOR INSTALLATION above the permitted handrail height and below the required headroom height.Handrails shall OR TO UNDISTURBED SOIL i 1 , Q I I ,- ' not project more than 4.5 inches(114 tin)can either side of the stairway and the minimum clear r�' P.C. PIER WITH 6x6 AGQ , , ' ND e ' width of the stairway at and below the flan hail height,including treads and landings,shall not t ______________ __�;311____ -�_+ _ ' w 2X6 A Q�� GEj?_ 1 ' POST TO DECK GIRDrF2, -r ------- - -r---------' be less than 31.5 inches(787 lino)where a handrail is installed on one side and 27 inches I Otu In (698 man)where handrails are provided on both sides. ANCHOR PER DETAIL a D a o D a o c a fl a - o o ' a p a o - - p p a o o - ifV SHEET, T1'P, 1 • •------------------ ------------------------- -----------s-------------- ------------- ---------- Exception:The width of spiral stairways shall be in accordance with Section R311.5.8. I R311.5.2 Headroom.The minimum headroom in all pans of the stairway shall not be less than L.0 STOOP Aeov€ r -L-------- 1 , 6 feet 8 inches(2036 lino)measured vertically from the sloped plane adjoining the tread nosing - I + 'mil or from the floor surface of the landing or platform. o v , ; 2-2x8 ACQ R311.5.3 Stair treads and risers. -12 t. B.u.GIRDE ' , 4 , lu In ' c3 3 Q ' v 4'x8'x5/8" F.C. kB OVER d g M o EXCAVATED CELLAR FURNACE PER �HAPTER 13 R311.53.1 Riser height.The maximum riser height shall be 81/4 inches(2()imn).The riser • `•' _ , v I (UNFINISHED) OF THE 2010 RESIDENTIAL , .-____, shall be treasured vertically between leading edges of the adjacent[reads.The greatest riser , , �q 1 p -i ---__ ---__ --__ -------------------------------+2x6ACQLEDGER - 11 U CODE OF NEW PORK STATE 'height within any flight of stairs shall not exceed the smallest by more than 3/8 inch(9.5 min). ------ --' '' 6 4 F.C. SLAB (3500 PSI) ON 4 MIL VINYL O , J , r a b a o p o b a o b . VAPOR BARRIER ON 4" COMPACTED i---------- A - 4 ~ tu R311.5.3.2 Tread depth.The minimum tread depth shall be 9 inches(229 ruin).The tread depth , . a I _ I I c_____, ,` , •--� shall be measured horizontallybetween[heverticalplanesoftheforemostlrojectionofadjacent 1 .4 ,------------------------------------------ a .---- ---- ----- -------- + POUROUS FILL treads and at a right angle to the tread's leading edge.The greatest tread depth within any flight 14' 10" $" i 8'-8'-' ' O e' @ ' FURNACE I 1 of stairs shall not exceed the smaHest by more than 318 inch(9.5 imn).Winder treads shall have I ' N e -; 1 ' v ' a minimum tread depth of 10 inches(254 min)measured as above at a point 12 inches(305)nun ' ' I =5 µ I CD ENGINEER: fimn the side where the treads are narrower.Winder treads shall have a minimum tread depth of p U C.O. 3 1/2 STEEL COLUMN O I I 4 I :o 6 inches(152 tin)at any point.Within any flight of stairs,the greatest winder tread depth at the 1 I (X I 30"X30"X12" POURED (m1 1 ' °° ' ! N E 12 inch(305 min)walk line shall not exceed the smallest by more than 318 inch(9.5 min). z Q o O Le I CONCRETE FOOTING ' I 1 V O �Q p ' �� (TYPICAL) ~ ' •----- � P�G� T. eL 9,f' R311.5.3.3 Profile.The radius of curvature a[the leading edge of the tread shall be no greater 1 I F- lL -- _ 1 _ _ than 9/16 inch(14.3 torn).A nosing not less than 3/4 inch(19 imn)but not more than 11/4 inch � ' 'Q W a 1 ° to � � ' I p° v • I � � e (32 nun)shall be provided on stairways with solid risers.The greatest nosing projection shall c ' 'Q 'V ' T 10" r 6'10" 6'1 U" 6'1 P Y g $P j * 1 1Z Ivir not exceed the smallest nosing projection by more than 3/8 inch(9.5 min)between two stories, §RR406 Be [L I I n Q - = ,_____+ tt FOUNDATION WATERPROOFING AND DAMPPROOFING ° 5i 1 I O ' _, ,___ ,___ ' , o I r W including the nosing at the level of floors and landings.Beveling of nosing shall not exceed 1 •''' *' '+ --+ •-- ---+ 1 i Ill 1 1 a , 1 1 I 1 1 1 1 , 1 ' b ' t; W 1/2 inch(12.7 Imo).Risers shall be vertical or sloped from the underside of the leading edge , I 1 1 \ of the[read above at an angle not more than 30 0.51 tad degrees fimn the vertical.Open §RR406.1 Concrete and mason[ foundation darn ruufin Except where 0_ ^ ' u u n ' n ' n u b g ( ) p y PP g P 1 1O , 2-I /4 ell 1/8 ' _ ' 2-1 3/4 xll ri/8 2-I 3/4 ell 1/S , 2-1 3/4 xll 1/81 1 I ",: risers are permitted,provided that the opening between treads does not emit the passage of a required to be waterproofed by§RR406.2,foundation walls that retain I , , - _ - -,- - - -I - �- _ _ _ _� _ , I P P g P p card[and enclose habitable or usable spaces located below ode shall be D o M. GIRDER 1 , 1 M.L. GIRDER 1 M,L, G DE�2 M,L, , 1 4-inch diameter(102 stun)sphere. P , , 1 , 0734g3 Ild darnpproofed from the top of the footing to the finished grade. Masonry , I p F I '_-__ __ 1 ,-_ '-_-_1 1--__-- , I ' , T 0" i 7' la , ,- ' r4 A P V P walls shall have not less than 3/8 inch(9.5 mm)purdand cement parging _ 1 1 o B AMP CKET { -- --' ' ' p OF S S, Exceptions: _ 1 7 - A T O O applied to the exterior of the wall. The parging shall be dampproofed with GROUT LID [! , I •- ---+ .--- ---, ' 1 �' o -'' 1. A nosing is not required where the tread depth is a minimum of 11 incline;(279 min). a bituminous coating 3 pounds per square yard(1.63 kghn2)of acrylic r i 4 ' modified cement,1/8-inch 3.2 imn coat of sutface-bonding mortar complying1 1 `--- ---- ---------------' ' , 1 4 ' 1 ' 1 v , M n 2. Theo min between adjacent treads is not limited on stairs with a total rise of 30 inches with ASTM C 887 or any material permitted for waterproofing in§RR406 2. I , UNEXCAVATED GARAGE •v • _ • 1 - ' ' _ - 4"xli 1/B" 1 - $ 1 2-I'3/4"xil 1/8"13/ FREY T. BUTLER, P.E. opening J I r p a • o>-o v 4 Q v (762 min)or Less. Concrete walls shall be damppruufed by applying any one of the above listed e 1 - I , „ o I o I I M,L. GIRDER M,LU i, GIRDER 1 Q -----------W -----------+ , 1 datnpproofing materials or any one of the waterproofing materials listed in _ N , , 4 P.C, SLAB 4 §RR4U6.2 to the exterior of fie wall. N " ' ' ° ' 1 1 ---+ ' ' O R311.5.4 Landings for stairways.There shall be a floor or landing at the top and bottom of each , 4 , 6x6 10/10 W,W.M, c� 4 °-� `-------' stairway. ' ' ON 4" POUROUS FILL i .--- y� � M §RR406.2 Concrete and masonry foundation waterproofing.In areas where a I , , ,a 1 V I I } 1 ( BEAM F°C rC(<ET 1 1 high water table or other severe soil-water conditions are known to exist, 1 1 PITCH TO O,H,D, , , O I I + ' ' O 114 Q Exception:A floor or landing is not required at the[op of an interior flight of stairs,provided a D, 1 ' _ GROUT 5{)LID ' 1 door does not swing over the stairs. exterior foundation walls that retain earth and enclose habitable or usable I I I i I Q O 1 i i Li- 4) spaces located below grade shall be waterproofed with a membrane extending 1 , i o 1 I I , 1 I 1 A flight of stairs shall not have a vertical rise greater than 12 feet(3658 mini between floor levels from the fop of the footing to the finished grade. The membrane shall (kr , 1 I ' O O , 1 I to 4 or landings" consist of 2-ply hut-mopped felts,55 pound(25 kg)roll roofing,6-mil I I z Q (0.15 min)polyvinyl chloride,6-mil(0.15 tin)polyethylene or 40-mil(I nun) I I() Q , I 11 c I ' 1 The width of each landing shall not be less than the stairway served.Every!anding shall have a Polymer-modified asphalt. The joints in the membrane shall be lapped and , I w I O I I I > utinimum dimension of 36 inches(914 min)treasured in the direction of travel. scaled with an adhesive compatible with the waterproofing membrane. I I Q ll! o D ' N ^� u -a UJ OL 1 D o Q ILL: R311.5.5 Stairwaywalking surface.The walking surface of treads and landings of stairways shall EXCEPTION:Organic solvent based products such as hydrocarbons, Q 1 I ' I r+l Ill t j , 1 ° I Z O Z be sloped no steeper than one unit vertical in 48 inches hori2ontal(2-percent slope). 3 chlorinated hydrocarbons,ketones and esters shall not be used for IC.F °O i O ' 4 ' I ~ _ _ c' -1 -f ' I l Q Z m walls with expanded polystyrene form material. Plastic roofing cements, 1 11L A I ",, F=-- Q ' '•4 ' [ z acrylic coatings,latex coatings,mortars and argin s are permitted to ' '0 I , ' r Co 2-F.J. '�' _ Q ' <� ' Z N LU R311.5.6 Handrails.Handrails shall be provided on at leas[one side of each continuous inn of Y P g Pe I , �� _ 1K be used to seal IC'F walls. Cold setting asphalt or hot asphalt shall 23'6 ' <$9 ' -5']' ' rn I 31 �'+ tit Q Q , , , I r` O O 6 W vends or flight with four or more risers. g Ph P 1 1 I , 'tt p A conform to type C of ASTM D 449. Hot asphalt shall be applied at a 1 ro D- ' ' ' O° v R311.5.6.1 Height.Handrail height,Ineasurcd vertically firm the sloped plane adjoining the tread temperature of less than 2(Hl degrees. i o I I - , 1 v I z o nosing,or finish surface of ramp slope,shay,be not less than 34 inches(864mm)and not more[ o han 38 inches(965 min). §RR406.3 llarnpproufing for wood foundations.Wood foundations enclosing 1 1 , , I ' I I 4 o u habitable or usable spaces located below grade shall be dampproofed in ' ' I a 1 7'2 14'7" , , V 1 1 , accordance with§RR4063.1 through§RR406.3.4. , I , R311.5.6.2 Continuity.Handrails for stairways shall be continuous for the full length of the flight, _ � , I LU 1 `------------------------------------------ ------------- from a paint directly above the top riser of the flight to a point directly above lowest riser of the - i -----------' 1 ________________ ____________ _____________ 'flight.Handrail ends shall be resumed or shall terminate in newel posts or safety terminals. §RR4U6.3.1 Panel joint sealed.Plywood panel joints in the foundation _ . `. v 4 v .v p 4 n o Handrails adjacent to a wall shall have a space of not less than 11/2 inch(3S min)between the walls shall be scaled full length with a caulking compound capable of I • a o a a o' ______ o O roducingamoisture- roof seal under thecondtionsoftem temperature o ______________ ------_---------__----_-_--_1 a i_-------_------------------ -------------__ . c J wall and the handrails. P P pe' c - --- 4 1 r v c moisture content at which it will be applied and used. ° ' • 4- P o Exceptions: 1 ,-------- -----, 1 ' c F~• u- §RR4063.2 Below grade moisture barrier.A 6-ndl-[hick(O.15 nun) , n. " a 0 4 v a o. , v a v - v I 1 e Z3 O 1. Handrails shall be permitted to be interrupted by a newel post at the turn. polyethylene film shall be applied over the below-grade portion of ;_________________________________ _+ i , - LL -� exterior foundation walls prior to backfrlling. Joints in the SEE DETAIL SHEET FOR polyethylene film shall be lapped 6 inches(152 mm)and sealed with 2. The use of a volute,tumour,starting casing or starting newel shall be allowed over the lowest HIGH WIND CONNECTION 8" CHEEK WALLS TO CARIHy-Y vend, adhesive. The[op edge of the polyethylene film shall be bonded to the sheathing to form a seal. Film areas at grade level shall be protected REQUIREMENTS P,C, STOOP ABOVE, ' O R311.5.6.3 Handrail grip size.All required handrails shall be of one of the following types or from mechanical damage and exposure by a pressure preservatively vested I u a [1 lumber or plywood stripattached to the wall several inches above finish I I I _ I provide equivalent graspability, grade level extending approximately 9 inches(229 min)below grade. 1 1. Type I.Handrails with a circular cross section shall have an outside diameter of at leas[ The joint between the strip and the wall shill be caulked full length I r 11/4 inches(32[run)and not greater than 2 inches(51 min).If the handrail is not circular it prior to fastening the strip to the wall. Other coverings appropriate to 1 the architectural treatment bottom also be used. Thepolyethyleneut s film FOUNDATION F L A B I 1 shall have a perimeter dimension of at least 4 inches(102 min)and not greater than 6114 inches Y Iv` (160 min)with a maximum cross section of dimension of 21/4 inchcs(57 inn). shall extend down to the bottom of the wood footing plate but shall not 1 Overlap or extend into the gravel or crushed stone footing. , 2. Type H.Handrails with a perimeter greater than 61/4 inches(160 min)&hull provide a giaspable finger recess area on both sides of the profile.The finger recess stall begin within §RR406.3.3 Porous fill.The space between the excavation and the SMOKE DETECTOR „ n n „ 1 a distance of 314 inch(19 min)measured vertically from the tallest portion of the profile and foundation wall shall be backfilled with the same material used for 24 Z 12 3 $ 6'2' $ 14 7° I 2'0" achieve a depth of at least 5/16 inch(8 min)within 7/8 inch(22 nun)below the widest portion footings,up to a height of 1 foot(305 min)above the footing for well- INTERCONNECT PER CODE 1 of the profile.This required depth shah continue for at lust 3/8 inch(LO into)to a level that is drained sites,or one-half the total backfill height for poorly drained not less than 13/4 inches(45 min)below the tallest portion of the profile.The minimum width sites. The porous fill shall be covered with strips of 30-pound(13.6 e CARBON MONOXIDE DETECTOR of the handrail above the recess shall be 11/4 inches(32 min)to a maximum of 23/4 inches kg)asphalt paper or 6-mil(0.15 min)polyethylene to permit water seepage ONE PER FLOOR 58'6" I ^ O 1 L (70 trun).Edges shall have a minimum radius of 0.01 inches(0.25 tin). while avoiding infiltration of fine soils. I R311.5.7 Illumination.All stairs shall be provided with illumination in accordance with § 406.3.4 Backfill.The remainder of the excavated area shall be Section R303.6, backfilled with the sane type of soil as was removed during the excavation. i §RE3803.3 Additional locations. At least one wall switch-controlled SECTION R309 §RR315 lighting outlet shall be installed in hallways, stairways, attached GARAGES AND CARPORTS §RR407 4" VTR garages, and detached garages with electric power. At least one wall- HANDRAILS COLUMNS switch-controlled lighting outlet shall be installed to provide §R309.1 Opening protection.Openings from a private garage directly into illumination on the exterior side of each outdoor egress door having grade a room used for sleeping purposes shall not be permitted. Other openings §RR315.1 Handrails.Handrails having minimum and maximum heiahts of 34 §RR407.1 Wood column protection.Wood columns shall be protected against level access. A vehicle door in a garage shall not be considered as an between the garage and residence shall be equipped with a 45-minute fire- o o P' g 3„ outdoor egress door. Where lighting outlets are installed in inte•ior rated door assembly equipped with aself-closing device. inches and 38 inches(864 min and 965 inin),respectively,measured vertically decay as set forth in§RR323. _ ---- "-- „ stairways, there shall be a wall switch at each floor level to control the ---- Ys. - from the rosin of the treads,shall be provided on at least one side of _------�- , ---_.,_______�__ 3 P §R309.1.1 Duct penetration.Ducts m the garage and ducts penetrating the walls g 1 ------'" lighting outlet where the stairway has 6 or mar.. risers. P g g P g . -------,- stairways. All required handrails shall be continuous the full length of RR407.2 Steel column protection.All surfaces inside and outside)of , � ______________� or ceilings separating the dwelling from the garage shall be constructed of a minimum Y q g § p• (' EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, No.26 gage(0.48 mm)sheet steel and shall have no openings into the garage. the stairs with two or more risers from a point directly above the top steel columns shall be given a shop coat of rust-inhibitive paint,except P LAY L V i ; LAV l AY central, or automatic control of lighting shall be permitted. §R309.2 Separation required.The garage shall be separated from the residence riser of a flight to a point directly above the lowest riser of the flight, for corrosion-resistant steel and steel treated with coatings to provide and its attic area by horizontal or vertical separations conforming to§R309.2.1 and§R309.2.2. Ends shall be returned or shall terminate in newel posts or safety corrosion resistance. SHOWER TUB 3°, SHOWER SHOWER §R309.2.1 Vertical separations.Where partitions are used to separate vertically terminals. Handrails adjacent to a wall shall have a space of not less §RR301.2.2.4 Weights of materials. Average dead loads shall not l P Uexceed 15 psf (0.72 kN/m2) for roots/ceiling assemblies or 10 psf an attached garage from a dwelling or its attic,the partition assembly shall have than 1.5 inches(38 min)between the wall and the handrail. §RR407.3 Structural requirements.The columns shall be restrained to SECOND FLOOR Li LJ , (0.48 kN/m2) for floor assemblies, except as further limited by a 3/4-hour fire-resistance rating. prevent lateral displacement at the bottom end. Wood columns shall not be §RR301.2.2. Dead loads for walls above grade shall not exceed: EXCEPTION:In lieu of providing partitions that have a 3/4-hour fire-resistance §RR315.2 Handrail grip size.All required handrails shall be of one of less in nominal size than 4 inches b 4 inches 102 ruin b 102 min and steel 2" 2" ; 2" 3" 2" 2" 3" 2" rating,one layer of 5/8-inch-thick,Type X,gypsum board maybe installed on the Y ( Y ) 3 1. Fifteen psf (0.72 kN/m2) for exterior light-frame wood walls. garage side and one layer of 1/2-inch-thick,Type-X,gypsum board maybe installed the following types or provide equivalent graspability columns shall not be less than 3-inch-diameter(76 rnrn)standard pipe or 3" 2. Fourteen psf (0.67 kN/m2) for exterior light-frame colt-formed on the opposite side. Application shall be in accordance with R702.3. equivalent. 3 ___--; -- '---------------t_-___ steel walls. §R309.2.2 Horizontal separations.Where horizontal construction is used to Type i. Handrails with a circular cross section shall have an outside •-----"_- _- - , L separate the garage from the residence or its attic,such construction shall be diameter of at least 1-1 A inches(32 mm)and not greater than 2 inches EXCEPTION:In Seismic Design Categories A,B and C columns mor e ore than r , 3. Ten psf (0.48 kN/m2) for interior light-frame wood walls. S NK S NK , TUB/ SINK protected with one layer of 5/8-inch-thick,Type-X,gypsum board,installed in (51 min). If the handrail is not circular it shall have a perimeter 48 inches(1219 mm)in height on a pier or footing are exempt from the SHOWER 4. Five psf (0.24 kN/m2) for interior light-frame cold-forr-led accordance with the requirements of§805.1 Openings in horizontal separations shall dimension of at least 4 inches(102 min)and not greater than 6-1/4 inches bottom end lateral displacement requirement within underfloor areas W steel walls. not be permitted except where the residence is otherwise protected by vertical separations. (160 mm)with a maximum cross section dimension of 2-1/4 inches(57 mm). enclosed by a continuous foundation. MAIN FLOOR W Where the horizontal separation is a floor-ceiling assembly,the structure supporting LAI5. Eighty psf (3.83 kN/m2) for 8-inch-thick (203 min) masonry the se aration shall also be protected b not less than 5/8 inch(15.87 87 ruin 2" „ 2" walls. P P Y ( -• ) Type H. Handrails with a perimeter greater than 6-1/4 inches(160 min) 2 211 3" 2" Type-X gypsum board or equivalent. shall provide a graspable finger recess area on both sides of the §RR310.1.1 Minimum opening area. All emergency escape and rescue kN/m2)6. Eighty-five psf (4.07 for 6-inch-thick (152 mm) concrete walls. profile. The finger recess shall begin within a distance of 3/4 inch openings shall have a minimum net clear opening of 5.7 square feet(0.530 3" (19 min)measured vertically from the tallest portion of the profile and m2 FAI EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 §RR312 ) kN/m2 shall be permitted in Seismic Design Category or D2 provided achieve a depth of at least 5/16 inch(8 min)within 7/8 inch below the P 9 9 Y P GUARDS the wall bracing amounts in Chapter R6 are increased in widest portion of the profile. This required depth shall continue for at EXCEPTION:Grade floor openings shall have a minimum net clear G.O. accordance with Table RR301.2.2.4. least 3/8 inch(10 mm)to a level that is not less than 1-3/4 inches b ' §RR312.1 Guards required.Porches,balconies or raised floor surfaces (45 min)below the tallest portion of the profile. The minimum width of opening of 5 square feet(0.465 m2). located more than 30 inches(762 rmn)above the floor or grade below shall the handrail above the recess shall be 1-1/4 inches 32 min to a maximum have guards not less than 36 inches(9J4 min)in height. Open sides of ( ) §RR310.1.2 Minimum opening height.The minimum net clear opening height z ' stairs with a total rise of more than 30 inches 762 min above the floor or of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch p ' TO AN APPROVED ( ) shall be 24 inches(610 min). grade below shall have wards not less than 34 inches(864 mm) (0.25 mm). cn ri S41' ANITARY SEPTIC SYSTEM in heighuneasured vertically from the nosing of the treads. §RR310.1.3 Minimum opening width.The minimum net clear opening width n, CAST IRON §RR312.2 Guard opening limitations.Required guards on open NOTE:IN TERMS OF UPLIFT CALCULATIONS, shall be 20 inches(508 mm). HOUSE TRAP sides ofstairways,raised floor areas,balconies and porches shall have THIS IS A THREE STORY BUILDING(ROOF PITCH intermediate rails or ornamental closures that do not allow GREATER THAN 7 PITCH) §RR310.1.4 Operational constraints.Emergency escape and rescue passage of asphere 4 inches(102 min)or more in diameter. openings shall be operational from the inside of the room without the use SEE DETAIL SHEET FOR of keys or tools. HIGH WIND CONNECTION EXCEPTION:The triangular openings formed by the riser,tread Backfill shall not be placed against the REQUIREMENTS and bottom rail of a guard at the open side of a stairway are wall until the wall has sufficient strength FLUMEI NG RISER DIAGRAM (NTS) permitted to be of such a size that a sphere 6 inches(152 min)cannot pass and has been anchored to the floor above, CONTRACTORS OPTION: through, or has been sufficiently braced to prevent damage INSTALL STRAPPING ON by the backfill(Section R404.1.7) OUTSIDE OF SHEATHING w 0 m w 0 z w w m 58'6" 24'2" 34'4" 22'2" 2'0" 6,6" 9'4" 11 0'/i' 7'5'/z" ` v M n� cYl r ,. N STEP r PLATFORM, STEPS c 5/4"x6" AND RAIL TO r• rr DECKING GRADE PER GODS (Y A XQ, 3030-2 DH PS 6 3052-3 DH �( Z LL R-- 2-2x10 HDR 2-1 3/4"xll 1/8" MIL HDR (Q to PLATFORM, STEPS � ZQ ►= o AND RAIL TO ' KITCHEN � o = GRADE PER CODE S'O" CLG. HGT, 33'8" rui [L `" `j-- O 2-2x10 HDR ; o m -1 m 3'0" O _ BREAKFAST C Q FAMILY ROOM �4 ® c S'O" CLG, HGT. Q -4 5'O" CLG. HGT, p U NT ISLAND1 1V ]5'2" XT 8 4„ p PREFAB, ZERO CLEARANCE 42" e WOOD BURNING FIREPLACE WITHCIA X a 20" DEEP FLUSH HEARTH PER N Q Q ® mE3F \ / ; CODE (NFPA 211) PROVIDE FRESH N CsINEER: r AIR INTAKE AND GLASS DOORS F I ��pF NFw p > ii / ; _ PER CODE VERIFY SIZE T e YO 'p rr =� c 3 RgF. O X ~ z ' BEARING WALL `t 2-I 3/4"xll 1/8° _ o 2-2x 1-6-HDR 2-2XIO HDR o tT1 b rn Q 1 LVL FLUSH OW -1 7' 11/z" 7' 11/z' N 2 U� - 'cC - PED Lu tP ..,. 2 O1 to ° 4 � z 4-2x4 Hp C N I I o N o �o 073493 POST VR 1 I BATH N Q 2-1 3/4 xll 1/ LYL HDR 3-1 3/4"A4" LYL GIRDER 5'5" 3'6' N OFFSSIONP - - - - - - - - - - - - - - - - - 3'0" INSULATE R-13 2-2x10 HDR 2'0" 3'8" -- 5'0" POCKET N 4"2x4 N = ® 15 LITE JEFFREY T. BUTLER, P.E. POST 1 1/2 CAR GARAGE 3/4 HOUR RATING ON WALLS t CEILING PER CODE, SEE Qr - z 2'6" POCKET 6' WAL Q m p NOTES ON THIS SHEET tY GUJI Q *SECTION R30S @ 0 !Z: Q I ' LIVING ROOM ;,, ri J Q 0 O J IL o U M OP N TO o w 9'O" CLG. HGT. c a O o Le Q M O A OVE rn N W -1 7-1 , 0. Z O I X X 1 JY v OL E- I ® to V p '- d tu i` DINING ROOM Q w I n% lj O Q m M cO Q Q t� 0 5'O" CLG. HGT. O � , 2-F.J. I Q r BAR BY OWNER Q Z o N r Q 3 p x a I l o - WITH SINK ' Z N N I IIN L z N W Q a rfly 11i N 23' 1011' 1 J'9" 3,5„ N, 3,5„ I 14'3, Q O O a a 2 2x10 HDR 2-2x10 HD r 2-1 3/4"Al 1/8" ML HDR � z Q = ``' 2-2 HDR 3050 DH 3050 DH '^ o ' _ 3050-3 DH __ o n� J j j � U 2-2XIO HDR �v/ARV_TrA'BOVE 0-- ~ 1068-3 8-1068 , o (� 2x6 C.J4I6" O.C. Y' O f1) V �D 3050-2 DH :W ; COVERED -r Q r STOOP U o x x6 R.R Q' �2x6 R.R. ' x 3 O N ,� I e 16 ,V X z W COLUMN, TYP. STEPS AND RAIL a w ANCHOR PER DETAIL STEP PER CODE V to Q FIRST FLOOR FLAN LIVING AREA = 1130 SQ,FT, 5'6" 13'2" 5'6" 6'31/z" 6'31/2" 3'5" 3'9" 7' 11/2" 7'51/2' GARAGE AREA = 460 SQ.FT. SMOKE DETECTOR 24'2" 12'7" 7'2" 14'7" 2,0" 1 PAGE • INTERCONNECT PER CODE e CARBON MONOXIDE DETECTOR 58 6 � O ONE PER FLOOR 2x4 C.T. 6 Iro" O.G. CONT, RIDGE VENT LOCATED IN UPPER 1/3RD 2x12 RIDGE OF ATTIC PER 3,2,5.1 2x10 RAFTERS OF 2001 WFGM 1/2" CDX SHEATHING 12 150 FELT �S ASPHALT ROOF SHINGLES CONT RIDGE VENT DL55U28 - ROOF VENTILATION 1:300 OF THE INSULATED GAINING ROTECTIONTO ETEND FROM RMLY DTHE EDGE OF E E PR ETHE ROOF, 3rc" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND ATTIC THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATION 2-2x6 /,--STRONG: BACK NOTE: PROVIDE 5IMP50N 1-551.128 R-35 INSULATION JOIST HANGERS AT EACH RAFTER/ CEILING JOIST CONNECTION. TOP OF PLATE - — I/2" GWB 77 10 OH CONT. VENTED = 1/211 GWB ON VINYL SOFFIT l ) ® ® WALLS AND CEILING 1/2" GWB 2X4 STUDS OPENING PROTECTION BY BEDROOM 04 BATH R-15 INSULATION WOOD STRUCTURAL PANELS 1/2" GDX SHEATHING PERSUANT TO 1605.1,4, SEE = TYVEK H0U5EWRAP FASTENING SCHEDULE ON = CEDAR SIDING: DETAIL SHEET IN THIS SET - - z _ = o SUBFLOOR SEE DETAIL SHEET FOR 3/4 TOP OF SUBFLOOR - — HIGH WIND CONNECTION 6m 2S2S2SZ REQUIREMENTS TOP OF CEILING - — i/2 GWB R-21 INSULATION CONTRACTORS OPTION: INSTALL STRAPPING: ON OUTSIDE OF SHEATHING LIVING ROOM FAMILY ROOM z WOOD STOOP STAIR AND RAIL Lu STEPS AND RAII PER CODE PER CODE } m N - W Q a TOP OF SUBFLOOR - — - LA 3/4" SUBFLOOR tW [u m TOP OF FOUNDATION - — GRADE R-30 INSULATION °t PITCH GRADE 4,-, AWAY FROM FOUNDATION .� CELLAR ' 00 o4t 2-1 3/4" X 11 1/8" M.L. °t ,____, 2-2x6 ACQ SILL ° WITH 3 1/2" STEEL COL. 5/8" ANCHOR BOLTS a 36" O.C. v ON P.C. FTC:, p> SILL SEAL b TERMITE SHIELD 8" GONC, FOUNDATION U rn >4 4" SLAB P4. 8"x16" CONC. FTC:. �• °' (arc" MIN. BELOW FINISHED GRADE) TOP OF FOOTING - — .•;,. DAMPROOF BELOW GRADE r . • .. • f � SEE DETAIL SHEET FOR ` N ANCHOR BOLT SPACING 60'6" • p- M \D SECTION A-A 24'2" 34'4" .42' 10" 8'0" 13'4" 2' 10" 8'0" T 8" 13,0" 2' 10" TO" X z LL O �Q p (y 0 � Ocp 21 All I 3050 DH 3050 DH TEMP TEMP t� ------------------------- 2-2x 0 HDR 2-2XIO HDR 2-2XIb HDR 2-2XIO HDR Lu fm� CLO SH w\ UJ,I,C, J �^ LL 1-I- W BEDROOM 02 � -4 d U 8'0" CLG. HGT. &'0" CLG, HGT. BATH BA rH 3050 DH 3050 DH �9 ri 8'O'o �1,G0�, a ¢y G a-anIII LG, HG �--�� CLG, GT. ENGINEER: 2-2x10 HDR 19'6" 2-2x10 HDR 4'0" 0 13'0" 2'0" 5101, 7'0" 5.011 OF N&l/1/\` O� �Y T 6 U1,I,C, o U _ x x 00 Q n 9 J Q ` O LN, - ® ro" WALL 2-2xIO HDR m �uj 2 MASTER BEDROOM 2'p" 2'4' 2'.�. o x @ 8'O" GLG, HGT, N " 2-2XIO DR.o. BEARING WALL 2 4 POCKET 734g3 u 0 2 6 8 0 �FEs s 104 � ♦\ ,I M fV N attic JEFFREY T, BUTLER, P,E, TECO ALL FLUSH .�XGCES�s BEARING WALL 3-2x8 FLUSH GONECTIONS 2x12 RIDGE =- BEARING WALL 2'4" N Q Z-�Z4LL'1�pL�vL_qE_UT — - _2-1 3/4_"x11 -1/ ' LVL UPSET 8' 11 5 0„ } M 3-2x4 3-2x4 10'6" -2x1 R SHOWER 7'8" CLO, ~ m 3-2x4 POST POST POST 6'0" c� .0 2x12 RIDGE ° Q _ FA POSTOPEELNO > N M - - - - - - - -- - - - - - - - - - - - � �=0 2-2xIOHDR 2-2xiONDR B T _ O a 2 6" z a U o 1 [V N o 6,0„ Q BEDROOM '"4 0 It 1 j ~ Q 8'0" CLG. HGT, O U r1 } a 0 0 3'0„ BEDROOM 03 I o N Z z m z CUSTOM INTERIOR WHIRLPOOL Q Qr-4 t , / ® � Q 3 r U 8'O GLG. HGT. N � (u CASEMENT WINDOW TUB V SX EY v ® +io w �\ A Q QC ci o z�v <�o o �, 1Q O 4 o ° -* _ Ap o " 1714 O O In N N N 13'0" 7'0" ` 3'0" I I' 1 I" IN l� V 143„ O I O o � =t o 2x8 R.R. @ 16" O.G. I 2x8 ,R, a 16" O.C. \it � 1 / O O C4 OPEN TO BELOW uu- - O 2-2XIO HDR 2-2x10 HDR LN =- ' 2-I 3/4"xll �/8" LVL UPSET \ 2-2XIO HDR 2-2XIO HDR m N ----------------- 2-2x10 HDR p 4 _ 3050 DH 3050 DH _ OTT- 1 3050 DH 3050 DH = r 0 0 .R.zz.0.f.---r o-----— f01' �6 ff o 2-2xI HDR - - - ` AFCP3045' _ Q W a 3050-2 U d ° SECOND FLOOR FLAN 5'6" 13' 1" 5'7" 6'3'/i' 6'3'/2" 3'5" 3'9" 3'0" 8'3" 3'4" LIVING AREA = 1,510 SQ,FT, PAGE : 242 127' 7'2' 14'7SMOKE DETECTOR INTERCONNECT PER CODE 58'6" ® CARBON MONOXIDE DETECTOR ONE PER FLOOR 4 of ro CE OF FOOTING WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') to 1K to GYPSUM BOARD 0- 16d NAIL AT 24 O.C. U 0 LL •, ' ' SHUTTER ASSEMBLY in :: N.T.S. I d WOOD S FOR PANEL SPANS: TRUCTURAL PANEL I ' 3 BUT NEED NOT H INSTALLED IN ACCORDANCE 0<4'0 WIDE SPAN EXCEED 40 FT. MAX. 8d NAIL AT 6 O.C. WITH NAILING SCHEDULE I \ // (ALL. PANEL EDGES) •'r \ ° (TABLE 3.1, WCFM HIGH WIND EDITION) 1 � �\ H/2 BUT NEED NOT Sd NAIL AT IV O.C. ON ALL 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I/�` EXCEED 15 FT. MAX, FRAMING MEMBERS NOT AT (OVERLAP AROUND OPENINGS 4") I •" PANEL EDGES ASSEMBLY: I I r' ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I (a) OUTSIDE CORNER DETAIL #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL FOUNDATION CLEARANCE FROM SLOPES WOOD SCREW @ 16"O.C. I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I I F I GUIRE R403,1,1 1 GYPSUM BOARD #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) Sd NAIL AT 6" O.C. (ALL PANEL EDGES) MACHINE BOLT @ 12"O.C. ° 1 � I � I • 10 N � z � I o WOOD STRUCTURAL PANEL ENDWALL JOISTS • � � I � INSTALLED IN ACCORDANCE 1(6d NAIL AT 24" O.C. WITH NAILING SCHEDULE 1 I ,- (TABLE 3.1, WCFM HIGH WIND EDITION) I°1" • I A A 8d NAIL AT 6" O.C. ON ALL 1 FRAMING MEMBERS AT PANEL I BLOCKING EDGES AND 12" O.C. ON ALL I -• BLOCKING FRAMING MEMBERS NOT AT 101 101 MULTIPLE SECTION ASSEMBLY: PANEL EDGES I I 1 1 114" THICK BOLTS g 2' OG SECTION A-A (b) INSIDE CORNER DETAIL I I EXTERIOR CORNER IFFRAM INS FLOOR fBfRACING AT END eAY6 I ' II I 11 z 11 I I I 3,tG7 J 1 'Q1 , � 11 I � � I � SHUTTER ASSEMBLY 11 - I 11 I let, 2x4 CONTINUOUS FOR PANEL SPANS: LATERAL BRACE AT 6' O,C, 4' OR WIDER SPAN I II TRUSS OR CEILING JOIST la1 1 TOP PLATES EXTERIOR OR BEARING WALL 2-I0d NAILS 23/32" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD ' I I I GABLE END TRUSS 1 I (OVERLAP AROUND OPENINGS 4") 1 1 I I ui I 2x4 STRONG-BACKS im 24 C �� O 1QI' I I ASSEMBLY: 11 II STUD 1). PREASSEMBLE PLYWOOD TO 2x4'5: ° IOx3" (w/ WASHERS) GALVINIZED X OR i I x STAINLESS STEEL WOOD SCREW 6 12" O.C. a! LL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ J BORED HOLE MAX— NOTCH GREATER THAN *IOx3" (w/ WASHER$) GALVINIZED OR STAINLESS STEEL ' ' O DIAMETER 60q lu 50go OF THE PLATE WIDTH WOOD $CREW v W' O.C, t- OF STUD DEPTH 3:10- ALTERNATIVE FASTNER FOR SHUTTEr<.'. TO BUILDING: N N Y c4 5/8" MIN. TO EDGE- 16 GAGE (0.054") AND 1.5" WIDE NAILS *10 TEE NUTS ATTACHED TO BLDG. w/ 0IOA-1/2 ( W/ WASHERS) cYl ca METAL TIE ACROSS AND TO EACH MACHINE BOLT i+ 12" O.C. c�r� SIDE OF THE NOTCH WITH 8-16d .6 5/8" MIN. TO EDGE NAILS EACH SIDE 5d COOLER NAILS AT 10 O,C, f— X D ,n O' 2"x4" BLOCK NAILED TO EACHLu NOTCH MUST NOT EXCEED ZBRACE WITH 4-10d NAILS Sd NAIL AT 4 O.C. �- 40r, OF STUD DEPTH � � TOP PLATES GYPSUM BOARD u O CIS Q � 5d COOLER NAILS AT Z" O.C. 20 GAUGE STRAP 12" MAX. BORED HOLES SHALL NOT PIPE ILL BE LOCATED IN THE SAME 10-5d NAILS NAILS BASED ON +-�+ CROSS SECTION OF CUT OR NOTCH IN STUD SHEAR WALL REQUIREMENTS ENGINEER: TOP PLATE FRAMING TO ,ACCOMMODATE PIPING ENDWALL STUDS OF NFL NOTCHING AND IBORED MOLE LIMITATIONS y NO CEILING CENTER 2x BLOCKING �'� EY T. e DIAPHRAGM REQUIRED ON SHEATHING JOINT * �, FOR 11,JERIOIR NOMBE ARING W ALL5 GAIBLE ENDW ALL fBfR ACING _ •J� 5F _jV ' ' I /� 1 /� HIGH I I 1 t I I '7 15/32 WOOD STRUCTURAL PANELS n J lI � CUJI=CM 2001 SIC >,--II1--I WINE) EDITION) RAFTERS AND CEILING (WFCM FIGURE 3, la) ON GABLE FACE AND ON WALL BELOW m w JOISTS OR APPROVED BASED ON SHEARWALL REQUIREMENTS Nn ~ 2 ROOF TRUSS O 3493 �? 90FFS s I ONP\" G AfBLE ENDW ALL, BALLOON FRAMING - TOP TOP PLATE SECOND STORY P P.E.LATE- JEFFREY T. BUTLER, SEE DRILLING AND PREFERRED METHOD NOTCHING PROVISIONS p JOIST IS PERMITTED TO O TOP PLATES aw BE CUT OR NOTCHED WALL STUD- «p FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND > SEE DRILLING AND WALL WALL ►L o BOTTOM PLATE NOTCHING PROVISIONS WALL- WFCM O a NOTCHING PROVISIONS ROOF FRAMING 4" 4" WFCM SECTION 3.3.1,1,1 SECTION 3.4.1.1.1 DOUBLE TOP PLATE O 1/3 SPAN 1/3 SPA (� STUD JOIST ENDS TO BE O Z ~ 0 i F BLOCKED AGAINST /` L 0 Q T ROTATION IN ACCORDANCE Tt1g Q cv }' WITH WFCM 3.3.1.3-END RESTRAINT I (n Z Q z m BORED HOLE MAX- o DIAMETER 40% FOR BLOCKING AND 3.3.1.4 BRIDGING RIPPLE STUDS 21" CLEARANCE � 30" Ul Q cv G TUD TO RAFTER CONNECTION Z m OR FLOOR TO FLOOR CONNECTION 24" CLEARANCE OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING r o OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION, SEE IN FRONT OF 5/8" MIN. TO EDGE- OPENING Z 6 DETAILS ON SHEET -7 OF -1 THIS SET JJj a: BEARING HEADER TO STUDS 'OdLAVATORIES O 6 — 5/8" MIN. TO EDGE WALL II WATER SHOWER LU =3 FULL LENGTH CLOSET p- IX V U NOTCH MUST NOT EXCEED WALL STUDS 25% OF STUD DEPTH BOTTOM PLATE LAP JOIST 3 IN. MIN. HEADER STUDS 15 WALL OR BIDET 15 WALL NOTCHES SHALL NOT BE BAND JOIST OR BLOCKING NOTE: N o LOCATED IN MIDDLE ONE-THIRD UPLIFT CONNECTION 1$ REQUIRED 0 OF STUD LENGTH JOIST ; _-_-----_- -_-_---_-_-_--__ AT EACH END OF HEADER AND TUB O v Q IF HOLE IS BETWEEN 40q AND 60go SILL PLATE _ AT BOTTOM OF HEADER STUDS IN BORED HOLES SHALL NOT OF STUD DEPTH, THEN STUD MUST BE NUJ;UPLI�'� ; ; ADDITION TO CONNECTORS AT z CRAWL SPACE r SUBFLOOR CC�> NECj'¢ ' ' WALL STUDS AND AT TOP AND O a BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO OR BASEMENT BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE tl SUCCESSIVE STUDS ARE DOUBLED FOUNDATION CROSS SECTION OF CUT OR AND SO BORED 01 NOTCH IN STUD STUD TO PLATE TUB /FOUNDATION NOTCHING AND 50RED HOLE LIMITATIONS HEADER TO STUDS: USE LSTA 18 W/14 IOd NAILS PAGE : STUD TO PLATE/FOUNDATION: � PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET): USE DSP W/8 10d NAILS IN STUD AND 4 IOcl NAILS IN PLATE FOR EXTEF:IOR WALLS ,AND fBEA SING WALLS BEARINGS WALL (OPENINGS GREATER THAN (o FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET , WATER CLOSETS TYPICAL FRAMING ,AND UPLIFT �IC�Ui�� i�30�.2 � �� ro (WFCM 20C�1 S�3C HIGH WINE) EDITION) TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES I The design of this structure is based upon the prescriptive approach using the GENERAL NOTES: (TABLE 3,10 WFCM HIGH WIND EDITION) 12.0 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1.All work shall be performed in accordance with all state, ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association. (2001) municipal,local zoning and building codes and ordinances (110 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED IPER TABLE R3-1,2.1,3D (TABLE 3.1, WFCM HIGH WIND EDITION) Non-structural elements are based upon The New York State Residential Code-2010 Edition having jurisdiction and best standards of construction - 0 For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply SHEATHING LOCATION STUD SPACING Wind Limitations-Section R301.2.1 to all work performed on this project. (SEE NOTE 1) (INCHES, O.G.) OR PANEL SIDING FOR Sd COMMON NAILS o JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Contractor shall verify all conditions at the site. Any (SEE NOTE 3) (INCHES, O.G.) '. Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Engineer E 6 0. ROOF FRAMING Dead Load-Section R301.4 prior to commencement of construction. The Contractor shall be 4' PERIMETER EDGE ZON I6 F 6 0 RAFTER TO TOP PLATE (TOE-NAILED) 4-Sd PER RAFTER Live Load-Section R301.5 responsible for corrections not reported once he has started work Light and Ventilation-Section R303 except for hidden job conditions. 4-Sd PER JOIST Minimum Room Areas-Section R304 3.Contractor shall guarantee to the Owner that all materials and INTERIOR ZONE 16 E 6 CEILING JOIST TO TOP PLATE (TOE-NAILED) Ceiling Height-Section R305 equipment incorporated in the work will be new,and that all work F 12 (SEE NOTE 2) 9-16d EAC+4 LAP Sanitation-Section R306 will be of good quality,free from faults and defects for a period CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) Toilet Bath and Shower Spaces-Section R307 of one year from the date of the final Certificate of Occupancy. E 4 9-16d EACH LAP Glazing-Section R308 4.The Engineer shall not be responsible for the construction means, GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) Garages and Carports-Section R309 methods,techniques,sequences or procedures,or for the safety F 4 COLLAR TIE TO RAFTER (FACE-NAILED) 6-Sd PER TIE Emergency Escape and Rescue Openings-Section R310 precautions and programs in connection with the work,and he E . NAIL SPACING AT PANEL EDGES (IN.) Exits-Section R311 shall not be responsible for the contractors failure to carry out 2-8d EACH END F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) BLOCKING TO RAFTER (TOE-NAILED) Stairways-Section R311.5 the work in accordance with the construction documents. The . • Handrails-Section R311.5.6 Engineer shall not be responsible for the acts or omissions by .• RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END Guards-Section R312 the contractor. No changes shall be made in the documents 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o WALL FRAMING Smoke Alarms-Section R313 and/or the building as designed without the expressed written SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, o Foam Plastic-Section R314 consent of the Engineer. • o TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Flame Spread and Smoke-Section R315 5.The contractor and all subcontractors shall maintain continuous 2. TABULATED 12 INCH O.G. NAfL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. Simpson Strong-Tie Insulation-Section R316 Insurance coverage including statutory policies(Worker MEMBERS WITH G)0.49. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4% THE NAIL SPACINGS SHALL BE 'o MT530C OR CS16 1%" TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1(od JOINTS - EACH SIDE Dwelling Unit Separation-Section R317 Compensation,etc.)and general liability in an mount not REDUCED TO (e INCHES O.C. ' Moisture Vapor Retarders-Section R318 less that$5 million and automobile liability and damage o� COILED STRAP STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. Protection Against Decay-Section R319 coverage not less than$2 million. The Engineer shall be AT EACH ROOF RAFTER I6d 16 O.C. ALONG EDGES Protection Against Termites-Section R320 a named insured on any and all policies. 3. TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE 8-1(od NAILS AT HEADER TO HEADER (FACE-NAILED) Site Address-Section R321 6. Provide copper termite shields over fibrous MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42Z'GC0.4% THE NAIL SPACINGS SHALL BE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-Irod PER 2x4 STUD Accessibility-Section R322 insulation at all perimeter sills. REDUCED TO 4 INCHES O.G. EACH END Elevators and Platform Lifts R323 7.All wood in contact with concrete or masonry to be Wolmanized N 3-16d PER 2x6 STUD Flood Resistant Construction-Section R324 or pressure creosoted. 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8.A single station smoke detector alarm device shall be installed MEMBERS WITH G30.4S. FOR FRAMING MEMBERS WITH 0.42ZGZ0.4S, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER � 4-16d PER 2x8 STUD Foundations-Chapter 4 in each bedroom,on all floors and shall be all interconnected per code. REDUCED TO 3 INCHES O.C. Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operable windows to be mechanically ventilated BOTTOM PLATE TO FLOOR JOIST, BANDJOiST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d (BEE NOTE %2) PER FOOT per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, as per New York State Code. Simpson Strong-Tie CONNECTION FLOOR FRAMING or test hole,for alternative footing and foundation wall design. 10.Heating to be desgned to provide 70 degrees F.with outdoor CS16 1!4"COILED STRAP - designed air-temperalure of 0 degrees F.and 15 MPH wind. JOIST TO SILL, TOP PLATE OR GIRDER (TOE 4-8d PER JOIST Foundation Notes: 11.All electrical work to be in accordance to the rules and 16" O.C. USE 4-86 NAILS 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.YB.F.U.and a N.Y.B.F.U.certificate is AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END 8"poured concrete foundation wall,8'0"high,3000#test to be presented to the Owner at the completion of the job. UNDER SILL PLATE Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12.Plumbing Installaton to comply with State and Local codes , BLOCKING TO JOIST ('DOE-NAILED) 2-Sd EACH END 16"x 8"poured concrete wall footings,3000#test and the sewage dispcsal system to meet Health Department standards. MIN OVERLAP 18 12" 71 2-1 %"x 11 7/8"Microlam Girder(or 3%"x 11 7/8"Power Beam) 13.Do not scale drau)ings. Use figure dimensions only. • NOTE: BLOCKING TO BILL OF2 TOP PLATE (TOE NAILED) 3-16d EACH BLOCK 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conform to the rules and regulations of the New York 00 STRAPS MAY BE w 3-16d EACH JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double • • e o LEDGER STRIP TO BEAM (FACE-NAILED) • • PLACED EITHER 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. 0 } Deck and porch footings as noted,3000#test,48"minimum buried depth 15.The Insulation retection as indicated on these plans exceeds 0 00 UNDER OR OVER 9 _ m JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST P 9 P P P • • • SHEATHING A w Foundation wall to extend a minimum of 8"above finished grade the Code's minimum standards. • . � BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST All footings to be carried down to undisturbed soil 16.These drawings and specifications are instruments of service and • ' 00 i_ z No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • • • 00 •'' BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Pour no concrete on frozen ground or in freezing weather which they are made s executed or not. They may not be used • Provide 3'/2"steel lally columns on any other project except by written authorization of the Engineer. , ' 0 w ROOF SHEATHING Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site • • • anchored to the floor above, or has been sufficiently braced to prevent damage inspections and certifications as required or requested by the owner, • • STRUCTURAL PANELS ad SEE TABLE 3.11 THIS SHEET by the backfill (Section R404.1.7) contractor or local buiding department. . ` , • • • e DIAGONAL BOARD SHEATHING Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS • • ° � • • e 1"x6" OR 1"x8" 2-Sd PER SUPPORT Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION ' • ° • • 0 Draftstopping-Section R502.12 USE SIMPSON STRONG-TIE CONNECTORS • • ' • VxIO" OR WIDER 3-Sd PER SUPPORT Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND • ° , • ' ' INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 • CEILING SHEATHING Floor Construction: CONSTRUCTION CATALOG C-HW02 00 ' • • • e GYPSUM WALLBOARD 5d COOLERS -V EDGE / 10" FIELD 3/4"05B plywood subfloor,fasten per Table 3.1 WFCM • • - Floor joists:See Foundation and Floor Plans, spacing as noted ANCHOR BOLTS IN FOUNDATION USE: ° • • i , V) m Fasten per Table 3.1 WFCM SSTB28 WITH BEARNG PLATE,SEE FOUNDATION 00 • ' I Simpson Strong-Tie . O WALL SHEATHING 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING 0 •° •' I " STRUCTURAL PANELS ad SEE TABLE 3.11 THIS SHEET Finish floors per agreement 0 C816 1/4 COILED STRAP - SILL PLATE TO RIM JOIST USE: 16" O,C, USE 4-8d NAILS cry I FIREBOARD PANELS Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOR PERIMETER 0 0 AT EACH STUD t- Wall framing and finishing shall be nailed and or screwed in accordance with AND GARAGE/HOUSE COMMON WALL 0 " USE 4 8d NAILS AT EACH END -� rod 3" EDGE / 6" FIELD Table 3.1 WFCM 00 MIN OVERLAP IS 2� m 25/32" ad 3" EDGE / 6" FIELD 1x6 Pine fascia,wrap Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: FLOOR TO FLOOR CONNECTIONS i- 5d COOLERS -V EDGE / 10" FIELD Vinyl vented soffits SSP CONNECTOR AT 16"O.C. tYl X GYPSUM WALLBOARD Aluminum gutters and leaders USE 4 8d NAILS AT EACH END SILL PLATE TO RIM JOIST AND 0 >- q HARDBOARD ad SEE TABLE 3.11 THIS SHEET Siding:See Elevations O Z Tyvek housewrap RIM.JOIST TO STUD CONNECTION USE: PARTICLEBOARD PANELS ad SEE TABLE 3.11 THIS SHEET '/;'OSB sheathing, see fastening schedule,Table 3.1 WFCM MTS 12,16"O.C. R iM JOIST TO STUD CONNECTiON 2x6 Studs 16"o.c.with 2x6 shoe and double 2x6 DIAGONAL BOARD SHEATHING 1/2"Gypsum all board Plate USE 4 8d NAILS AT EACH END (� O 1"x6" OR I"x8" 2-ad PER SUPPORT 5/8"Type X GWB in garage Simpson Strong-Tie O YP 9 9 FLOOR TO FLOOR CONNECTION USE: 1J.1 � /: MR GWB in wet areas MSTA 36, 16"O.C. CS16 li4" COILED I/2" SPACING -BLOCKING AT CfJ At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END ,� a- i 1"xiO" OR WIDER 3-Sd PER SUPPORT Note drilling and notching limitations in figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. STRAP WIN MIN 12 ALLOWS o 24 O.C.O ALLOWS = FLOOR SHEATHING and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOIWN Follow exterior corner framing detail figure R602.10.5 INSTALLATION INSTALLATION SIDEWALL -� STRUCTURAL PANELS RAFTER TO STUD CONNECTION USE: n� m Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOF RAFTER LL i" OR LESS ad 6" EDGE / 12" FIELD Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 816d NAILS AT EACH END u-- Underlayment application(Section R905.2.7) O GREATER THA'q 1" IOd 6" EDGE / 6" FIELD For roof slopes of two(2)units vertical in twelve 12 units horizontal 17-7-percent slope), ENDWALL P ( ) ( ) ( PRAFTER TO RIDGE TO RAFTER CONNECTION USE: W _( , DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal (33-percent slope), underlayment CS20 USE 8-8d NAILS IN EACH END I HOLDDOWN ° "7 11.1 shall be two(2)layers applied in the following manner.Apply a 19-inch(483 mm)strip of AT EACH ROOF RAFTER ° O 1"x6" OR I"x8" (HDU5) D 2-Sd PER SUPPORT underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. ° CORNER STUD Starting at the eave,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE: CONNECTED TO ENGINEER: 1"x10" OR WIDER "3-Sd PER SUPPORT successive sheets 19 inches(483 mm), and fastened sufficiently to hold in place. PBS44A FOR EACH POST-USE 14-16d NAILS ° TRANSFER SHEAR O ° OF NF�`� For roof slopes of four(4)units vertical in twelve(12)units 2-I rod COMMON \ PEY T. I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 ON-CENTER AT THE PANEL EDGE DECK POST TO GIRDER CONNECTION USE: ° HOLDDOWN NAiLS AT 10" O.C, G TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST ° O \` SHALL BE USED TO MAINTAIN THE LOAD PATH, Underlayment In High wind(Section R 905.2.7.2) (HDUS) s *11 Flashing (Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: ® r 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Chimney's and Firespaces-Chapter 10 MTS12 @EACH JOIST ;\-2-Irod COMMON CORNEIR STUD ' cc Energy Efficiency-Chapter 11,see attached report ° NAILS AT 6" O,C, ° CONNECTED TO - Mechanical-Chapter 12 PORCH POST TO DECK USE: TRANSFER SHEAR 44' (TABLE 3.11 WFCM HIGH WIND EDITION) General Mechanical Systems-Chapter 13 2-AC4 -USE 14-16d NAILS 349*3 WALL_ SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Heating and Cooling Equipment-Chapter 14 FLOOR TO FLOOR CONNECTIONS- (I10 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED IPER TABLE R3-1,2,13D Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 /� FFSSIOr1P� Duct Systems-Chapter 16 USE 14-16d NAILS CANTILEVER CONDITION STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Combustion Air-Chapter 17 SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR ad COMMON NAILS Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: JEFFREY T. BUTLER, P.E. (SEE NOTE 1) (INCHES, O.G.) Plumbing-PartVll MTS 12 AT EACH ROOF RAFTER (SEE NOTE 3) (INCHES, O.G.) A 111 E 6 1 3/4" MINIMUM BP o 4' EDGE ZONE 16 Simpson Strong-Tie EDGE DISTANCE >�-IO o } F 12 (SEE NOTE 2) H-2,5 CLIPS -r 16 O,C, HOLD DOWN SRAC�GETS AT SHEAR WALL CORNERS, �, s E 6 USE S-Sd NAILS o INTERIOR ZONE 16 F 12 AT EACH STUD AND WINDOW AND DOOR OPENINGS 7 Q E = NAIL SPACING AT PANEL EDGES (IN.) O (FLOOR TO FLOOR 4 FLOOR TO w Q F - NAIL SPACING AT INTERMEDIATE 5UPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie Q } , 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT U210 2X6 4u FOUNDATION;WFCM FIGURE 3,Sa 4 3,Sb) N z o z .. REQUIREMENTS SHALL BE USED. AT EACH RAFTER z o Simpson Strong-Tie 1121 a 4-10d x I I/2" AC4 Q ,� 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING le d AT EACH POST RIDGE TENSION STRAP H G NOTE: Q Z O O MEMBERS WIT >O.41). FOR FRAMING MEMBERS WITH 0,42SG<0.413, THE NAIL SPACINGS SHALL GS20 USE 8-8d NAILS LU 0 = BE REDUCED TO 6 INCHES O.G. ATTACH LEDGER TO FRAMING IN EACH END AT c) - U •�� MEMBER WITH 2-1/2" X 5" LAG SEE PLAN ° EACH ROOF RAFTER O 73 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED D D D r,� BOLTS AT 16 ON CENTER U O FOR COMMON NAILS. � o o �� � a � N u ° 'o Z,\ ° "` '� '� Strong-Tie 'o ,., � Z Simpson Stron -Tfe Sim g _ (TABLE 3,25 WFCM HIGH WIND EDITION-2001) 15 � > > D � U210 2X6 � SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL E SHEAR LOADS o te, 4 o C o 4 0 AT EACH CEILING JOIST Z 4 c RAFTER } ° ° 'it 4 ° 4 ° ° GI 4-106 x 1 1/2" z w BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR MAXIMUM ANCHOR ,L � e Z ,� � •6 � ,6 > D ° B PL E BOLT SPACING (IN,) BOLT SPACING (IN.) • ° a a BOLT CONNECTION RESISTING SUPPORTING (1/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) D • �� �;Q . 'o c . 'o c . 'o c a ° L �e��� �° � �° � �° 17 RIDGE BEA Simpson Strong-tie a 4 JOIST HANGER REQUIRED � � � � D D � O AT CATHEDRAL CEILINGS 6 � � L U210 2X6 '7 AT OR ORAL LATERAL AND SHEAR LOADS 1-3 STORY 30 45 � o •. •, ° .� AT EACH DECK/PORCH JOIST 2" MINIMUM '•• . �� SIDECOVER RIDGE PAGE : ���� TO D �° ° D � �,° a D ^ 4-lOd x 1 1/2 1 ,,s¢ ,• Simpson Strong-Tie NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4 GI I HD �G Simpson Strong-Tie P5544 TENSION-STRAP Q 'p o C TYPICAL FORC / EC SSTB28 WITH BP � AT EACH POST FOOTING CONNECTIONS c LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS DETAIL T