Loading...
HomeMy WebLinkAbout39141-Z r�. ,S SFO ,�%N Town of Southold 8/28/2015 , ® f-�t P.O.Box 1179 co 53095 Main Rd oy�l - ," Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37743 Date: 8/28/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1570 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-9-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2014 pursuant to which Building Permit No. 39141 dated 8/28/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including patios and covered entry, to an existing one family dwelling as applied for. The certificate is issued to Previte,Lucy&Previte,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39141 7/21/2015 PLUMBERS CERTIFICATION DATED 8/27/2015 Peter Previte " —1-4 A ized :ignatufe ',, 5uffot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT #_ TOWN CLERK'S OFFICE o 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#: 39141 Date: 8/28/2014 Permission is hereby granted to: Previte, Lucy & Previte, Peter 11 Forest Rd Stow, MA 01775 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 1570 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-7 Pursuant to application dated 8/15/2014 and approved by the Building Inspector. To expire on 2/27/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,178.00 CO -ADDITION TO DWELLING $50.00 Total: $1,228.00 • —_ Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: /5 70 5 -n(.0*! f o v C vZ t G — House No. Stredt Hamlet Owner or Owners of Property: t or, L Pgry r Suffolk County Tax Map No 1000, Section f ©4 Block (2 2 Lot © 7 Subdivision Filed Map. Lot: Permit No. '66111f I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary 51)1( 1 Cer'ficate Final Certificate: (check one) Fee Submitted: $ /4111e Applic.. ,, ature 'I,,,, .....S..,__7. Town Hall Annex %41 jlig; Telephone(631)765-1802 54375 Main Road N �r , Fax(631)765-9502 P.O.Box 1179 cl ` O.g° roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 � 4 C0UNT1,%1'1 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Previte Address: 1570 Broadwaters Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39141 Section: 104 Block: 9 Lot. 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only .Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 38 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors 2 Main Panel NC Condenser Single Recpt Recessed Fixtures 45 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps i Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 36 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 7- Under Counter Lights Notes: Inspector Signature: _Si0 ) Date: July 21, 2015 Electrical 81 Compliance Form.xls „, ../_o Town Hall Annex �� �, `� �® Telephone(631)765-1802 54375 Main Road % ' `` fi % Fax(631)765-9502 P.O.Box1179 • G f ,� � �� Southold,NY 11971-0959 ® ” i .'�' _. - ------ "--)1BUILDING DEPARTMENT D� (� �� �L' TOWN OF SOUTHOLD —,) _ .; AUG 272015 BLDG_ DEPT / TI11\,,N Illf �,DIIWIILL. CERTIFICATION Date: / /2° / 5 Building Permit No. 2?/ 1(/ Owner: 19-e r 4 ,, Fe-ev ir e . (Please print) Pr- vPlumber: PereAT Z- 5 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4 , „pp 4 ri, MI ih (Plum•ers Signature) Sworn to before me this a1+h day of /1X3115' , 20_I JIfl ,ciJof. Zu, TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Notary Public, at-F-Wo G_ County QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2� i 1 ��OF SO(/ry ,,,,,,, olo�` ,c ,sca ,,,,,,,, TOWN OF:SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /A • ilk AMP - / /44,4 14 DATE 10/` 1 / INSPECTOR 7:4\ coutflO,.1'. TOWN OF .SOUTHOLD BUILDING DEPT.- - 765-1802 INSPECTION_ [ UNDATION 1ST [ ] ROUGH PLUMBING [VIVFOUNDATION 2ND [ ] INSULATION - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL): ) [ ] CODE VIOLATIO [ ] CAULKIN - REMARKS: 41 14. ' • , ----6 • , , DATE , - INSPECTOR - - o.m.* - - � � ,3_ - - oSO!/l,- /�� 7)' , _ * t\ * 1 • 7'/W ` G �O 1111 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -- _ ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING 124,[ ] FO NDATIO , [ ] INSULATION [ RAMING STRAPPI . [ ] FINAL l [ ] FIREPLACE & ' IMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING - REMARKS: (- --.). il i(e'A-4779>,„7 -t rc.- DATE INSPECTOR ,„,-------------------------- -3 • i* *z , i -_,cf-couNriA0.0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI , , FO DATION 1ST [iIOUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ i4 FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: , / / 4' l' O6A4 itikl DATE 7 ' /--( INSPECTOR -.Asisarr / I 1 „0.1, V, 1ivi * cf.„ IP 0\.\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . ' - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 2,- - &: -- • 7 DATE INSPECTOR Lam` 3c r .... UQu�'Ol o\ i* . tsca, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTIQI.1 [ ] FOUNDATION 1ST LUMBING [ ] FOUNDATION 2ND ULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ci&) DATE , INSPECTOR r 3 ci 04SOoT---- 0€ 4\ -os 4COUNT070 TOWN OF SOUTHOLD BUILDINGDEPT. . 765-1802 INSPECTION [ ] FOUNDAT - 1ST [ ] ROUGH PLUMBING [ ] FOU ► •ATION 2ND [ ] INSULATION [ ] F. A MING /STRAPPING [ ] FINAL [' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO , [ ] CAULKING REMARKS: DATE ,a . INSPECTOR SOUjyolo,` * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1-ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,S4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6072( (b67-,Z DATE INSPECTOR ,,,,,,....,______ 3 '-'/- ,zi. --- „,,,,f soo,__ „..,,, 4\ * *z . , • :s; A',$ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C9474-4-en-e___ 70 cArt,c 3 X 2 _ -‘ ,,,,,, ,M.,_-, - #_/ige..._ 0, av4 - 44 A C-'dLiffr rtjt/i.'iji 11/(7:1:4) C.,.7 ' A-41./C-1-6 Sicik.)4-1 *WI f` c._-c-r ett- itt-Ap.de_XICI , r DATE INSPECTORi /1-4 1 \ i* *; ksca --Zircourn07'. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [71 SdLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /61-4/--07/45--- Cr- p-aez/L, ,4 A - 4 0 DATE INSPECTOR . ' CHITECT ... 1' MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue,NY 11935 631.734.4185 I www.mksarchitect.com July 22,2013 Southold Town Building Department P.O.Box 1179 ,_.LF -(i f '' - ' 54375 Main Road j " \j I i t Southold,New York 11971 AUG 19 10i5 I t �11, Re: Previte House Lil 1570 Broadwaters Drive . � Cutchogue,New York I r. . , :r r 1000-104-09-07 To Whom this may concern, I have been on site during portions of the construction phase and have observed the installation of two Fire Stop Collars with sealant as requested by Building Department. The lower level garage work has been completed and to the best of my knowledge,meets or exceeds the NYS code requirements. Please call this office if you have questions or require additional information. Sincerely, Ta $$ n Mark Schwartz,Architect \1 f. AIA • riLD EI'SPEC;I0_RWORT DATE COMNIE.IITS . /62 .i? V:/ /if :/`14:6°C:--... -:(14Z.-L-- 070 K"'' i ' —4'. ‘_...;: .,i'' -' .„.' _.(!\_o Vi 2 FQUNDATI01 (IST) • FOUNDATION( ND) 4 ' :5 a.t/'4:.: --, 7k7ire-4: -761,7 jffiN Arlf":8/3. 7/L-: /C� rrR ..- • d . . XitA.--, (31 -- -"4,41,44 CIO - t;.'7,.' 1 ' . 0 '1 7.f. --.---C:: . . • //47,, r ,,,.;.141 ._ 4, ‘' • 0 c/I 1-3 tml ' ROUGH FRANIPIG& 7 QS y PLUMBING • . t //'62-6/74' ..��,c4,96-,,,,,„60 -- ' $`1' INSULATION PER N.Y. pf,...-i, . 917611-r7-6:4-e_ mol /.0f4'�� ‘. }f �� . � y STATE ENERGY CODE !r /.r�dd'%9'6e!! C /J •. j T_,... ' • y 7 j�... ,`f,.� ( . :, �.,,: .. _ rRz��r is yii .c/Li_ lem4_ ,,r , , ,._ , .//4/0„.4.41... 3--i i..r.- 6/0/ 7.',5e--/41-41."--tig-Ct ,. 5,,,...r.„ /- -5.,. .40 , ik ,j r FINAL TO CS7 4/1, - •(.47/ 2) (I- . .7' ..-- e"4 .. . . 91(2* °. gi' .' c.0. ' • ,,� ..v. . ADD 'ON'-4" O MEN ":::=—* V 1-2--lit d5424 3 f 1 t 1 FLAIL 1�a�,0131a54 . .F :5-1 ,V S r ityryi g-. o l�( 7 G rn 1— f(ze0..r- gate,_e_ 66--t ._,--E:-116 -:. .F42---1- . . . . ,P anCil-§7---fibv:ch7r,q4G CC/ r. •Va-i— i 5 sola (i.r 9 - ' _1-- Ord ( -Fi -. ,.l • • ...... g • . '5; , , 1_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ,Do you have or need the following,before applying? TOWN HALL ., v Board of Health SOUTHOLD, NY 11971 - 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Sl 14 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 - Storm-Water Assessment Form 9 Contact: Approved ,20 Mail iimeic l4" Q49j4 7-7., Disapproved a/c X A� p�r Phorie:•• 72 /Q-"✓+ , Expiration ,20 (A nn � � � � nn � - - Building Inspe• or l U �� KATION FOR BUILDING PERMIT • AUG 1 5 2014 BLDG DEPT 1 Date 049/451/ 1-- , 20 INSTRUCTIONS - 5 a This appli eigMUSYI?be com.l- :ly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl ,acLmat 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. • . k • . - 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.,buildirig permit shall expire if the,work authorized has not commenced within 12 months after the date of issuance or has not\been completed within 1'•8-months`fromisuch date.If no zoning•amerid"ments or other regulations affecting the property liiay.e,been enacted in the interim,the Building Inspector may authorize,-in writirig;•the•extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction ofbuildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect, <ngineer, general contractor, electrician, plumber or builder Name of owner of premises JP % L U ��. • '" "s'° (As on the x roll-or latestdeed)_., ., . ; • - ;2. ' If applicant is a corporation, signature of duly authorized offic-r (Name and title of corporate officer) ---..:,--•-e„ t' Builders License No. Plumbers License No. Electricians License No. - Other Trade's License No. - 1: `Location'of land on which .roposed work`will be done: /57o 8 '.o :',,- . ,rt. l - 12 o iG0E House Number Street: -> -- - '; Hamlet County Tax Map No. 1000 Section /0 4. Block 0 - Lot a 7 Subdivision Filed Map No. Lot 2. State existing use and;occupancy of premises and intended use and occupancy of pr posed construction: a. Existing use and occupancy 3TA/G t F44' /t y J &5 b. Intended use and occupancy $i/./1/, ,k,..,. 3. Nature of work(check which applicable):New Building 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 mixoccupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories ` Dimensions of same structure with alterations or additions: Front Rear Depth Height - Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height • ' ' Number of Stories : ,l1;'a C I @W i Sr�-� r uiQvC� 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner - 11. Zone or use district in which premises are situated e4-6 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 removed from premises?YES NO n FOIZ Oil- 0-0 g � �� 14.Names of Owner of p mises Pi?fL1I EL_Address .Syv u/f �to Phone No.91(/55 Z/ p(1 Name of Architect ►)C titt...0112 Address Phone No ?'J It .4/cP'r Name of Contractor Address - Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS 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 NO * IF YES, PROVIDE A COPY. , .. . , STATE OF NEW YORK) _ SS: ; v . COUNTY OF5QF y'i< ;. . /42...z... Fj e------ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract))above�� named, (S)He is the ���l,l'v(�"' " ' (Contractor,Agent, orporat 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. Savor o before me thil _ day of _ ' .20 1 LOW\A-P\ l $ gyp / -i\idil moo,State of New yak -, , '• Signatu-- of -pplicant - No.018U6185050 - Qualified in Suffolk County Commission Expires April 14,2 (�/6 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook v 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.ny.qov Joe Martens Commissioner LETTER OF NO NJURISDICTION TIDAL WETLANDS ACT June 10, 2014 • Peter A.Previte Re: 1-4738-04344/00001 11 Forest Road Previte Property Stow,MA 01775 1570 Broadwaters Rd., Cutchogue SCTM# 1000-104-09-07 Dear Applicant; Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the portion of the property located landward of the 10 foot elevation contour which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by John T.Metzger, last revised 5/16/14, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required under the Tidal Wetlands Act, and check#4658 for$200.00 from is enclosed since application fees do not apply to jurisdictional determinations. Please be advised,however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence,barrier,or hay bale berm. This letter shall remain valid unless site conditions change. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Rog:� vans .cc:=- _Habitat-TVfI: 1\71ai'k Schwartz,-Architect • _t - _ _ - _.._? -- _ _ _ _• - _ • - - t • �3 --__ _- •P. 3 l: - - _-_ - - .v:L.rir=L - -- _ ! _.Six"''C.� - • - :/ _ - - - .- - - Scott A. Russell ` � � ,, � cbA STORMWATER SUPERVISOR 0MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179Prz ° . " Town ofSouthold 53095 Main Road-SOUTHOLD,NEW YORK 11971 I,, i ��� a CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑gr 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 4- C Y E(Ce v ow ❑['C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑g/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 56O,T tiew1 icof * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Prop- ty Owner,Design 'rofessional,Agent Contractor,Other) S.C.T.M. #: 1000 Date. NAMEi�j ����� 2� it)9 Der 2/i5—'// Section Block Lot 3 FOR BUILDING DEPARTMENT USE UNIX TContact Information r te5LIA/Uli (Telephone U1111ler) Reviewed By. ,\/ E4 Date 57/ Property Address / Location of Construction Work. InApproved for processing Building Permit Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required I-1 (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 l�� J ti,- � �� i � X39 / / / e' i , 4 \ • Town Hall Annex Telephone(631)765-1802 54375 Main Road cry �` (631)765-95 P.O.Box 1179 ; G - @ I$ rogersichertda1.1 outn0 5.nv.us Southold,NY 11971-0959 0 COUIVY`IS 'O,'+ y �j %tII' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: °Lid-qac- Date: 1/ //I/ Company Name: Name: • License No.: Address: - • Phone No.: I JOBSITE INFORMATION: (*Indicates required information) *Name: F e--1-.Q.Clike H-evi Ze - *Address: 5/5-70 rbet *Cross Street: 7 *Phone No_: g7 )� "`1---.5 G, - C i �'1/ ce/l 97e-ela.5-3/ .. " Permit No.: '3 Tax.Map District: 1000 . Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Co7/ Slru eirO ✓1 . (Please Circle All That Apply) *Is job ready for inspection: { YES/ NO Rough In Final *Do you need a Temp Certificate: YES I NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 216' 300 350 400 Other *Ne a -'c e;- ct Underground Number of Meters Change of Service Overhead Add i i nfoi atidn: - p AYMENT DUE WITH APPLICATION �1ri NOV 2 1 N14 ( i . 82-Request f r l,nsp cfion 07° 1 � OSV 2 ` I 1 L J • /�„ j, „,,, 9 . 7 TOWil OF SOUTHOLD PROPERTY RECORD CARD A/ 4 OWNER STREET /670 VILLAGE DIST. SUB. LOT . .:20--"T )/.4( (‘ , } (P e-V!7-e',, 6716. ) ,U f-eavwa-e)_u_ i o dd C U lei/ a(q v U /� sft3 v Pelr" 71" CidJai aP. FORMR OWNER N E ACR. .' ' ._ lea y(r 60y/e__ S W TYPE OF BUI DING Jcrne.5 J . g=am/ /0.--` �. �"44.x, _:2", -..-: 'If RES SEAS. VL. FARM COMM. CB. MISC. Mkt. Value ;,,er(C-t.— iato LAND IMP. TOTAL DATE REMARKS '"j,-;') ,,, ' 1 leo So—aad 72i6 43, 1/6!moi-LIOW? p5g•- ,L av)e . Es�, 7f-c� I 2vP-l2 4' 500 3- 0 IX-#a 06f19// 741101 3?4 6 1iki,► ,i-i . _.& it,� t I'eJZ Zoo IOAF %(fJ 00 4goo //I ,3 /! ./0 z__ J)13)0(1 8?# 3030&" refaces A "7`l-8k aaa© 57 00 8100 � 6/DG 0 . 10)0 � AGE BUILDING CONDITION NEW( NORMAL BELOW ABOVE A- / 6g3Li' l I FARNAcre Value Per Value �) , Acre r �, "511 V Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER / ()--(7 —7-75' Z 2.00 z Brushland FRONTAGE ON ROAD /67° House Plot DEPTH 47) 1/41' o, �- BULKHEAD /V v Total DOCK /J aY-r--_,._.._.y t •"C ` y4' 1. s �.; ' u. 5 !,,.� i ..4• ,\' Lti; OW".. 'mo i ! P. ' � ' 1. A}.L, 4p( a t' ...',3*--- i.: p1-,, .a+-\t pro. } '. 01/ Y.4 3 �{ 1�` ,:'rV' ? + r4Xy�.. a 3••Y} ,. 1 j i Vr ,%, 0.. i 41,,,,,, . ,,,,fil -.k..1/4,1,11or:4:;174.).41\--.-1-0, .- ! , .vv. .,0 r i1.4„,„ fr ., ,,,,,, ,-,, , ,,,,,, ,,t1 '(-'7 1 7)::1:(:2, ':v. t• . '- 4:04 ...,a, ft • ■■■■■■ • iIII!IIIJOII11H1IIHII1i ■■__ ■■■■Whi ■■■■■■■ • 1111111114 L17l C I I I 11E11 11 ■■I■■■i■1 1111111111111 t `ka �.''.a•4,1 � .., ,V..4.? 1111111 IIMIA111111111111111 1111111111 .'" . . 7`. � ■■■■■■■. UL■.ELIEREM■■■■■■■■■ 104-9-7 3/04 - _ � r ,M. Bldg. :.� f Foundation ,��^^ Bath / Dinette _ -— ' rte. _ C_. _. / Extension �(' 3y� " ��'° , :asement Floors o /44,,,,,..,.., TaG�• K. - . /lam k 3 — -, I -- if-I /Z — as7o - . _ Exta�a6 /c7 k a '7. SI 5: R5 P.69 3 Ext. Walls Interior Finish a2 SFlr�rea /,ie LR. _ Extensior� Fire Place 0 iVe--- Heat Type Roof /�j _ 6 Jam,,. Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch d' -(A.fPA, la. -4l (.,%- i .-- '^ f 2- Dormer Brer as r Driveway Garage (/ (V j' Sx/Y'= 30 ` .a S 3 F(' - Patio O. B. `�, MIMI' Total ... 44114 ' 1 :• ! ' 1 "IfiPC .----- .yri. _r,..,•.-. '- ---......, I . , ... .. ----I --- -,I ' ' . . 't ..' i •4' . ..... ... _ . _ _ ••._:- - - , Ar-- , - , . . - • . ---.•6--:-",.-.7- Q ;.,. . , . . '4114441".,, , ,-,a,_„.L.,,.. • . 1 . , , ./.. .., _. . •=. . 7-- . - _ _ _ • - .. .._ . - - • . . . _ . . :..,. • . . _ .. : _ ..• , . . , . - • . , . . . . . . , . ..1 , / • • • —• ' • - - 1 _ ... __, ,• ., " • ..----_________ .. 6 . • ----------''' .,' = .--:-•---- ‘ • :,>''. . ..._ _,- •% , . . • ,.." '''' • ' •,, - ---=-_ . . • - .. --..- ---=_____- • -_--- . . . . ,,_ Ok,, ----------*---'••“ -------...—__. • --- _ . . '- Aie.., ''''--------,,--_.-----,..---__,- . • • • . -tf- ._,., , • • z--- , k • . ... . .• . . , - '' . . f. •.... . ...... ' ,..... . v , .. ' ' • .:•-+.... _ - . . - • ..,. , - ... . . / .. .%. . . •t - . . ' •- I . . . 4 . ., •-r .- , 11' . • :. , . .. , . _. . ---.' .. . . .. • . --.... ,. , ..- . . ...,• . • -- - • • -..-• .., ..• .„.. • - • -.a. • • . . • . • . ______--- ----- ----.,„i., t- .,... . . . . . -...e -,• . . • . . • . . • . . • ..-.--. -.--f-t•;-:.:?C‘';n:41.•.„,.-'...*"::',. i .. . . • . :. , ... • . . ,....,;....V,'1•:.:FI.,',45',Z-,',.,i.';'i'''-'..;,.,. • . . ,.,':.;.:,-. .•' . ' , . . , t!":-, :',--,•••,.'r,14.44•4;#91,i4..'. •••-•..-,,-::,!;.•i''..", '''ti:::'44X5,..••, . ' _ . . • . 400. , . • . . . . . . . . . . . . . ._-_,:_... -,..- .1,_, .,.. - , _...... . ..,, _..,_i__I _ . ._,. _ :_ . .. . . ,, , _. ,.. .. .., r_ ___ .... __-- • . _ . .. .....__ • • • • • ' . \ -; • . I/#Neighk---- , Nirl ...., , ., . _.. ,... . . • ! J p 2 • • -. Y ..---„--,,... -.4 ,„ .-..4 . _,.,-:.— ' \-,.. 14,10 • as cl, A •e. q ` ( moo`(� \ 'illird ----. - 1 i ' , -, . I o o :ii _'I • I }, Iu �� 1' .'fair..•, ,. '' X11 PF> I . J , ® . : Z _ amu ...0.141 r ' • � .i.- .... 4ffh. 4 It-- . j 41., '': 4 ' • - ,"'",11.7„.‘ . , ....... .__.....„ . ,„:4,.... . . . yt� mss..r► "39+x_ 4 #i• =,.: T` + _ .r 4 r t y�,,.,j F ' J _ �' "4y;' 'EI.,44*•- 'A F t 41 ` +; k _ Iii. -, $ , / ~-, '- �+�. rw r:Jw' _ G`#Y� 0 7 °. ,- j, ®,',,''c -':—,,:-7.-_'.,--4','"-„,..,,,1,."2,id.*.-.7,__.'.-,._-,'-,,.,,,,---;2„.,:-,.',--/.f.-.-..&'.,.::,-",T,.,',--._'-,_-'-'__--:.7_,.;'_.._,._/_...,—0(_0'.-----.-,-.-.,-.-0..41-,-----...--5.-::4'-.-./::'-,4-'-'....4..o/,.,."'s:_-^,,,.,''•..^,.,,.4,'..,-.,.,.,,`.'77,.._...4„,...t--.,..,'._,,:i,.---_.,- v , _^, may, ® „ ( i, ILI) g ‘) 0 , .. . li ./ . ''1,1‘;‘•", 4., • ', ,''''r.- ' .41/ ' A 0,, s.,.q ezti, A , ,- • .Z..N' •,,`;y4.1.',4,0.p,/ita i;-0 . -44.i. 20141 '.Itt. „LT,n.m,itt,ney,,,,/ ,4,, 0, ,--pe,, ;,,..,,,.'..?.04,,„41.4t,:,ri1,P,.";,4.'!O,r,.4,1.,t•iktr)t,r e'.4,,W,-,,1,1'R••V%,..,."..,,,,„'',..,. •,..•: • . •VA,U.'-,',;•r,:: .4 e+•,.-'•'..'I.;'A.',4.•f 6.,•0..,...4.i..,,1 4,'•,4,1•„0,N:‘1,`*,%,1:...4x7eIk,w t':"‘,‘,r•t0r,,ii.42pj,o,4„..,,,•.4,,4••1.:,,4.,I.-%.V^,,7kAS-T*,,i:..)k•t?;,io`.„f.24r-,„...,,.1".,,•.._1to.I...eLv-1m il'1A ,•I, '• :' ,ay. AA,,f11' e• ,..4 rat 0.1,,, n ,' -, 1.1''' '..,.''' fflp,,, "••=t , • •-.. .. ' .,,, . 7.44,4tYik .1,,ei„Iv; .; , v. ,, , ... : '4'' ' - -' 4if'jte'44?'-tZt''":;`'',1 '''k'4.41:4i k'-'•4e1 '44.4.7' - E .01, . ..., . :•-•?A-)•:•Zt,•te,?•-;•L•!'” ,k;frie'V';',1'•117't)i 4'''' " - , , •' " • '.:`'•' ' -+ii,/-*At"‘'710100.4,.1',.,P-'-':t.,t+)„."rit,s t." ,r.: :• , • . , . • '.' '.r•1,•i', . , ,4,1P.-4.,• +fik,_'th.. 41";:'"W:i' ''' "'''• (''- ' • ' .•.,1 , +• , ' ',•.,t .. "',,,, °;',.‘,:•,.. • ..f.•- .-..li,t •. ,...••fq11.4t gt.'4X.- f.', ‘..:- :,;,‘",•...;,•-•1.,,..,,,,,.1, , .- ,. , ,. ••• ' . ••• ,-.,:•1 • -.'s'A +.?Pielt i,totS.:031+ '•i'-t:,;•:4;•414V,r.44,461,4%;..4 . ; ' ' •' s.'I• ' '''' . 'J 4 ..'''' Are' ' ..,. t ' ''..:.' 44 .. :IV, ..:..'7.,,, r'.:". •Vr.:44516 ..'.1.. '''.;-.01.:..-...'(•';',4.' ','4,,,14.*;.... 't-,i1,i: ‘`‘,...''''.... .•''' . 2 . . 's `,'.' 4., 1,,',:l ,'el„ii.,-:,'-,?;,. -.., , j-,. "'‘.., :"...4.-:',%±:7:4::'",, ,"'' '',/,'fitl,:s7.,.. .k.'".i ::"4:-.241f0 .''6.',. .1.'"84....°'‘ '',.'. .'t‘' '".°.4, . '.s. •.4,.,"" ou.''' ',,...--4 ;1'...%.1.-, 4-.44.4 i‘, ,1,4•,, 4.444..F''4114.1:4;'y'' 4%"V,i,-..174. -e,,,rii groitvb„,..,, ,is,:j.c•.( ‘Y;;..;.:' ,`,..,' .., . . 4.,\ :, .71 ,,4'"ii;, .••• ••'''' ._;,:-•:,;.•:. ,-1: -•4',' mhyptrys,,,?* ....,...-.‘.v ,:,„:',4'1,:lkt7.:;27-t, 1 I)vr..e.trit,\N la-,1,):<, i , .*4,,'„,';• , '.,t, '' , • r '.:.'.'V$4,11'•••• 40, V' .7-,'W''•-.A1k,t,?,,,'',,',s.:,.,)13{a,,,iIo',r•. i f-40r„,i,vN.-ia/-/-.,,0,-g,,,o1,---5e--".x,:k.''''„'-'%._4,',,.,,,.R,'y..k,,.•.f:.,•1x,,.;10AI;—.t*'f.?1;..,v„.\1,,..2..,,.,..t,'r;i,,,,i''.„.'...,.,'..-,,;..”t'"4,,41.'%•/,tI0'•rf,,7•r-'44-.'.,,-',,;P-•t,,.i.f-4,4'1i'‘.$,'.w0--k,'4"9V.,;4•,.--1,-A:„,....:.."Vk,":••_;1A,",,;-.4..,..',.;',"',:,`,,.•'t,,'O1.4=,;%W;',,t."i.t/..-t,.4..'4•„4-A'w..1'.,' 'x-'1,-,_i:.:-,*...,oC..,„-1.4 74I"...-i:-4i?:‘t"-•,,,A.:...,s..4;',i*.,n.*.''i'.,1 I::ii%4„f S ii,:I ,1s,\?1•,-,,..rc'oI4izF,j'.'.,c?.'.A\,.1$,,'\:s,,,i-,y.,tk`”,..x,/.'.\.S.A7.`N;t,44''';'',.,.;„,,_,Ti,-:.,,-„A,,-;•21s,-'•%*.4'n„1.i0,4 ;k1,4:',kr4,t:"',t,'':,i4,i:,t:'ut,,:,lci:'!'ir,"'n.''c,t,:,,”„•:'-;'',,..Pa;'•,•'''a,,°':•,,4•!,.•7,•#i`',:”-•4_,:pi'•r,16‘',,• -,'.•i,g,O,6,.p,41,,,„1•.„„10l„e.„o..l.-14.i "V•,io..:'.. . - \ : ,, Y ; 44 ` ' ' '''-+ 'I ?r• a 1 I '\**-,, :ti',:'::',1”;: 111:: ''1 ' , 1 s 7 i w '- . f : • I I i I ‘ , .. „. ,= 4...-7 1 / „ 1 ! ... . • : .. , . = , ;,,, . , •,.,, , •, • —I. 11, I. I i 1 N •41 r i ,r .,, I 1 , \ • , . . - . i 1 i . , ... _ _. ., . 17\•\\ - - - ,t,.., \ • .. , 1_ _ , -, , • \ / • N V 1 ' i \ • ..• - -.' N IA' ,„,/ IT ti //7, ' \ 1 // // '1 , , \ ..., / 1 \ •, . / fi, ''- , , r ) - / , , 41 \ \ •• / / • i ; \4 , s • 4 . • ., \N ' •.: • ' I , \ , \ .4 / - , ... 1 . — , 0.000001 . "0 , 1 ' / / - / 1 i / , . - • 41111k / • / ‘ k ) • / r / / i ii i , , 1 1 i ilk . I 6 i L https://mail.google.com/_/scs/mail-static/_/js/k—gmail.main.en.aLvKw1cm9qpA.0/m=m_i,t,i... 1/4/2015 . I N i . . • SURVEY OF PROPERTY AT NASSAU POINT . • • . TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-104-09-07 4- SCALE: 1'=30' JANUARY 21, 2014 ' APRIL 2, 20/4 (Markers Sell :014)5c0 s MEa<N' MAY 16, 2014 (additions) 1 # iR��k # #' t # (O d 3 r. 9. J^ �O /2t"., p,41P14.15)5445*�i JNA ITN .t4tit'P ,,,,,,,, ,,,,,,,... o9 .. ..::A . . 6'1 / 4 _ 6'� 7"0.1 %NE •'••/ ZONE AE N6 rs• i (a s) NE S // ZONE X /� /moi S,; • -- •• / ce/ �� AC / s o V / .f1 SNE ' Cv '/ / // . .-."- ..o ' I C Y X -- r/ r3) / / 'o. / � • a. ( Z' / / / � - / - . ' ./ O q10 16, / fi0 .0 . V' -•-• C.• ' S '411 ip \'", \ ........ --...4.444.7.). 'aN .c A *..v I. . .... , ...• • • , , .: . , it- \ , —• ' / , FC?ps 1 -ase- �O ''''',',,,7- e / 2w. . , aj•1• �� //\$� ,`\\ '.• #4,7Q o ,` ` 0 ` Jam, .9,), „AP- -.S. //,,, 's g5 'i ' ".4.,:--‘,,-' 41v# \ *., \ 4,0 4. - ? QR' . (624,1:e OC� _.--2,2:-.‘,‘•� ( 'P, 1— ` --43•----- /s`- \ \\ , \ k"2 \ I / 1 .• m \ J \ ( OJ �4,� O v �O�02 �� , 1 d+ . Cl.CO Iv __ \ \ ` \ \ \\ .dj \\ \\ \\� \\\\ \ 1 - (\ ` l\ \\ 1 \ \ \\ \ �0 �\ \ \ 1 \ \ \ \\ % oP0 • ' \\ \1 11 1 p \\ \\ \1 of �0 0 \ \ d \ \ \ 1 1 • \ 1 N * X\'20 \ 1 \ 1 \ N \ a � N N 1 t \ COQ RAIN RUNOFF CONTAINMENT `\\xs� \ I A 1 1\ HOUSE WITH PROPOSED ADDITIONS - 2034 sq.ft. • \ •p \ \ I 2034 x 1 x• '0.17 = 346 cuff. \ / ` GRAVEL COURT 375 s�/t. n• \\ l • I \ ` 375 x 0.6 x0.17 = 38 writ. cg,� 1 1 `� k .� / 40 \ti 384 cuff. �,���'�% I N / c0� ,ia/` 384/42.2 = 9 VF X I \ / 42 �� JQ PROVIDE 2 DWs 8'0 x 5' deep \ + \ I •\ ,\fo i. \Di.' '`mob ' \ '4 1/' 1' ' //4/Q1.\ .*,, 4):6 . \ .. C;a II;£,t� C‘.ir ty 4 ` 1,; ELEVATIONS REFERENCED TO N.A.V.D. 1988 AREA=43, 00 SQ. FT. ;:' �7• `',;;t '- FLOOD ZONE FROM FLOOD INSURANCE RATE MAP TO TIE LINES r� 4�M� -N.Y.S. LIC. NO. 49618 MAP NUMBER 36103C0164H SEPTEMBER 25, 2009 ANY ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION ECONIC S. 4 YORS, P.C. OF SECTION 72090F 71-IE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS REFER TO "MAP OF AMENDED MAP 'A" EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICA77ONS P.O. BOX 909 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AUGUST 16, 1922 AS FILE NO. 156. WHOSE SIGNATUREl APPEARS HEREON.IMPRESSED SEAL OF THE SURVEYOR •=WETLAND FLAG SOUTHOLD, N.Y. 1 971 STREET 88-121 REVISIONS: r-- A A , / 7'-11�/" i\DFIT,n:DDIDILY „ ,,, 0„,../.... &Ai, 7-01/2" 54, ' . .1_,...„.1 , . .` . . . . ________,......... _ . ,\ 5 .5 . .5 . _...,, N `. . • . .co I i� 6'-0" y • , OUTLE f` 1� Q Q S WOOD STEPS / •` ` 0Q 11�■1•�H�11H�A���� • _ / •N `,• N• `,` • Q*t imumuminiumum ui mu Iii /j/i// . , ////, , '1/2'. '//4//://///:///////~/7/7//4////////7/7////////////////7/, �' um 48"w,3rh /o /f`f/ ,``, ,�S ` ■uns■■ FIREPLACE :: I RETAINING ��/ ,. N WALL " 1'-d4'-0" 1t-o" i / ! / 1'-21 „ 1,-2�„ /� m / 8'-41/2" / o 0 NEW PATIO FIREPLACE DETAIL • I RE-BUILD EXISTING RE-BUILD EXISTING �t PATIO(VIF) (MATCH EXISTING PAVERS) (COMPACT FILL(TYP.)) Z ® O z EXISTING PATIO ON GRADE E1 a 20'-3" 4'--5" (TO REMAIN) EX. SCREENED PORCH 0 / 9'-1" / 11'-2" _ , 20'-3" w 4.4 1 \ (2)11-7/8 ML • - - CANTALEVER--� P 'I H A --lip RE-U'E EX.WINDOWS r ' o. n ��p •o - o• 4 m e •Q \ ♦ J i/iii/ 0 D II II II II D iii/i// i/Ili -t �\ pa - 'a .�p,e • • (2)1-3/4X11-7/8 ML HEADER oc oc 4 •• I , _ } a • 7 ° #5 REBAR @12"OC IIn 0n ONI 8'-91/2" -9/» -01 8 -91/2� vAND AT FTG. (TYP.) Fs,' ' N r0 , I p O I I ~ ___ MANTLE Jti O -- --i O � ]. ,i, I EX. BATH I - \ / o - p . ° (2)11-7/8' 4 T a\ � a • o I I 3+_9+ / o \ O�FH -iQO 4-1 iNi ul 0 / \ o) • a ° I • O ce p @ o ° 0 W 51 til d F-1 W _ J EX. KITCHEN 0 gra I eo . ,a FLUSH °° d lo 48"FLUSHP6ARTH PNG c LIVING ROOM 51 1 • OAK Q. --N 10 d p'• p� HE�RTH I = O W - - _ - _ - _e 1 EX. (2)2X6 GIRDER - O OAK - OCt ( Li -O -a 0 v J Z 1 ADD/I/2"STEEL PLATE TO i c u ' .. N v D 4�' 'a I C •• O O EX. IRDER(EACH SIDE J B ',.\\ . , B h.. J 111 -I .� I i 0 W F- O w _ - N ._ ....._ •"r,•LLABOVE 4 X / I en 4� , ED o cQ I .. O W O EX.HOT WATER 3' / < EX. B ROOM RI EXISTING �ARAGE EI NEW OAK DQ NEW BASEMENT Z ci' HEATER TO REMAIN IN Q t. _ i i 1 d I F- - X 0 00 .� c 'V L' ' N I ` �7 00 \- ' N M ? w ADD FIRE-RATED DOOR vN O M ' ' I ' p• I 3 W _ O JAMB,SC HINGES PER CODE EXISTING , � � 10 -11 /4 11 -0 l'-4v X (45 MINUTES)W/STEEL I u W / I , » - • __ "' SERVICE !hi�'1' Q' c 3-1/2"X3-1/2"X1/ 4'" 7 -3�/2 ;/ - °°• e -I r LOCAaE;JJI`T - - �� Z u C) + , y, _ -y r \----P9 AB V��YI�) 1 _, �. O 4 .e �-," • /- TUBESTEEL-- -- , N / ( 13)14�C - TEL PLATES 1 Ilii/ziiii////27 C .--- MI ,a'� . .� . _ . _ . � . _ .1 - _ - - - � - � - - - - - - v° d v° d Q • � 0E-� €'►` . _ . - _ . _ . . �} . _ _ L --- �. (5) 3/4X9 1/2 ML GIRDER O Ll'o L ��� \ _ (5)1-3/4X9-1/2 ML GIRDER � LO c D D b D l��1 o 3-1/TUBE iSTEEL/4" _.jj i Oci O _ur ' N PANTRY I „ • „ „ 'A .4 4'a a t ---------- a o a 3.5'X3.5 X.25" 3.5'X3.5 X.25L+ N N TILE N STEEL COLUMN STEEL COLUMN 1 -- n 1 Y ,�-0 / LUJ @ ® CiY u Iu I p• 42"X42"X12"CONC.FTG. 42"X42"X12"CONC.FTG. b D . D A J • U / L. ® 0 �-- ° `, m (4)#5 REBAR(11"OC)e.w. (4)#5 REBAR(HOC)e.w. O° ' Q On 4 O 00 OJ� �� �� x I u EX. SEWING ROOM 4 4'� m lo / � J LL 4'-6�" 2'-2"/ ° N • D b .,,,. D EXISTING SEWING ROOM LL! / - LL 1_o ,a -• I �° a w C L--S °o 1 g , _ / 12'-5" DUf�j 1AL1 /DINING ROOM ? * o , 4' 10" ! J//__-1o. D . D D A . z / OAK `0o X STEEL.AI,L COLUMN •• O ° O ° 0 / - v % 3'HIGH RAILING F- ^ ~ _ ENTRY 2 1-3/4X11-7/8 ML 24"X24�X12"CONC.FTG. e 4 n 4 I - ,a 2'6" �r==��+1��Cl��alt==lag_�!�'.-,-\ 4 0'L� G U O Z R-� Y o� iJ CI I I i m t� O C � � i ( ' D °D D °D _z N G /a i i , C!J I• i �, i . » , » 4 4 In Om1 (7 GJ U .N' 00 \ ° 6 - �/4, P .I ,�.2 -0 �, 10 -93/4 ''v Da t n X X / , 1 , , I ( r 4 I I I I I f b' D .'p,• P . - W m +. ^' ,2 X"0 OR : :2X:0 Plti-r) I \ I I I /P !TEMPE ED I TE PE'ED \ / a I _ - - �� - O ° O ° O o /°1 4 4 d a c a . •1 ' • L " o 1 ' 4 . ' d `I (2)2X10 H 0` / v • v o .4, v '. '• . o e • v • -a• v e• . o a 4 v '. . o 4 • v • 4• v . o a • v •`4• v ' \ \ /ilii//ii��--0 It./..‘/-/-/-1J WI i •I' I I' \� 9l N i o' _a -P \ I ftw CW24 CW24 11 1/2-3/0-1/2X6/8 \ #5 EB• • @12"OC , In v 1111 ENTRY DOOR \ I I 1 I 0 AN •T FTG.(TYP.) g r•+ ,4 5'-6" " ' " EXISTING DUCTS TO REMAIN. a , �, 7 -2 �, _ 11A-4"JILL �, 5 -10 -ci- 12"dia.CONC.PIER c LEDGER BOARD TO BE FASTENDED - Ien k, 0 "" RE-USE EXISTING DUCTS AT O 24"X24"X12"CONC. FTG. x c� c .0 „>~ ���� PORCHTO BUILDING WITH TIMBERLOK® I 5 ^ 29'-10" �. . EX.LIVING ROOM/DINING SELF-COUNTERSINKING SCREWS I 3'BELOW GRADE(TYP.) ,,,, 10X10 FG MAHOGANY - •I____ • _, Lr) U +J / 1111 COLUMN AND KITCHEN AREASVD 9-4 ell • - , •- _S3)2X10 GIRDER r - , BY (2 CREWS @ 32"O.C.MANUFACTURING _ \ ; I � - ( ) Q - _o_:.-_ ' oo I~ v ` -_- .` ; •..... - j ___i ; L ; 3 2X8 AC GIRDER c\I\ 00\ •-- -- -• 0 W 12 -4" �' 9'-4" 2'-4" p. / /41) PROJECT NORTH EX. PLAY ROOM / 17'-6" / 12'-4" / EXISTING PLAY ROOM I. _ o / 29'-10" i / Emil H cn To ' -Col) t.31 WALL LEGEND A caTEI N 0 i WALL TO BE REMOVED - W E PROJECT NORTH N EXISTING WALL ST. F L00 1 \ P N ]I 0 p_ Q 0 Il- �- \ ...4 JJ.. v//////7 77//1 NEW WALL S i SCALE: 1/4" = 1' 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED _A NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS j I'� l� r V [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6=6"] ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED 9 �'' L1 Ii Q (/) 1).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE FOUNDATION PLAN FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD J -�- DIMENSIONS OF NEW WALLS ARE FROM STUDS APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET �„i✓ [EXT./INT.:2X4 = 3-1/2",2X6=5-1/2"] 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. , i n _ i 1 THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE- SCALE. 1/4 - 1 FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING I� OCT 1 5 2014 II )) 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).CONTRACTOR TO REVIEW PLANS FOR NOTED TEMPERED GLASS. SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE , 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 F'.'',', C: 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 5).PROVIDE 2X6 ACQ SILL PLATE ON TOP OF FOUNDATION WALL.SILL PLATE T"'. '(i 1 'II) EXISTING LIVING SPACE: 862.0 SQ. FT. BLOCKING AT 8'-0„O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR - PROPOSED LIVING SPACE: 878.4 SQ. FT. 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 10).INSULATE CEILINGS WITH R30 INSULATION. RESIDENTIAL CODE WITH A BITUMINOUS COATING.TOP OF FOUNDATION FIBERGLASS SILL GASKET. ih , OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS TO BE ADJUSTED FOR FINISHED FLOOR HEIGHT TO MATCH EXISTING. �° ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. .. " EXISTING SCREENED PORCH: 212.8 SQ. FT. FOOTING TO BE BELOW MAIN HOUSE TO MAINTAIN TYPICAL 8'WALL. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, 1-11 ' • „� A' �,► ,3 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A A - PROPOSED COVERED PORCH: 62.0 SQ. FT. MICROLAM HEADERS. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO $"} _ _ 12).INSTALL SMOKE AND CO DETECTORS PER CODE. FOOTINGS TO HAVE 2 #5 DRAWN: MH/MS 6).STEEL POSTS TO BE USED WHERE INDICATED.POSTS TO CONTINUE TO - CONTINUOUS RE-BAR.ALL FOOTINGS TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. N 6 BEARNG LOCATION IN BASEMENT. REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).FOOTING TO t.'3' , ` le • SCALE: 1/4"=1'-0" BE 3'BELOW NATURAL GRADE.STEP FOOTINGS AS REQUIRED. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 414- 4`.Z ( , � -. JOB#: BLOCKING AT 8'-0"O.C.AND MIDSPAN. i/ 3).INSTALL DUTCH WALL AND UNDERPIN EXISTING WALLS,ADJOINING 4 �. Y,I October 09,2014 NEW FOUNDATION WORK AS REQUIRED. 8).PROVIDE SMOKE AND CO DETECTOR PER CODE. \ „,sP :r SHEET NUMBER: - 1,.' .-zit----.0y, ,..-1--; PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3b MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ft i r' , rii t'''''-'1 7 I Ii OFFICE REVISIONS: [..70:::;2--- COMPLY WI T H ALL CODES OF J , ES - I l � ,f f`F1 u+ Gx r f9 r s �' - ¢ � �IU� 3 NEW YORK STATE & TO❑ITIONSWN D OF ).- � v�I c'-(?. E_€�. AS REQUIRED ANIS ------ �•� � � I L ,. .. E`f .S SO ' 1.. . ,' EUIL DI;•;3 DEFART'�;E'T AT SOUTHOLD TOWN PLANNING BOARD 4itA /'. , "2 8 AM TO 4 PM FOR THE � ���Rl:1STEES •, 1 • ' OWING INSPECTIONS: SQ ,` I ( I J�JDATION - TWO REQUIRED C�cF- - r�.l 1 I I I I ...._.....�.�._.,�. . '� ��"•-� 1 � ( III ( I I ,r��', POURED CONCRETE • 1 ts.� LtH FRAMING PLUMBING • INSULATION •low�.a. 411111111111111111111111111111111111111111111A, FINAL • CONSTRUCTION MUST OCCUPANCY CGl o_rdi — — — USE IS UNLAWFUL BE COMPLETE FOR C.O. - o - ALL CONSTRUCTION SHALL MEET THE 14 ■I ■■■■ 1■■1 ■ ■■ ■■I■■ 16► F,,EOUREMENTS OF THE CODES OF NEW WITHOU ' CERTIFICATE -Le: �■1■■u�1■ ■1■■■■1■u■■1■■i► i1■� RESPONSIBLE �+ �{ 1,t„E� ORECONSTRUCTONERRORS. OF OCCUPANCY — - \ - — � '—� __ _ _ ■111 ► , ,'1.��vl ,,••�; 1 1 I I I I 1 ■i■■1■ — I I I ( 44111111111114111111h.„ _ / ■ ■1■ U Ii ost.„ ■■■■1■ - Ifil' 11 ■ ■ 11 ■ a► A1■■■■■1■■■1■■►■1■:■ ■■��� ■■■1■■1&■■■■■1i. PLUMBER CERTIFICATION PLUMBING ■■■■1■ ■■■1■■1 1111111■1 �r .4i■1■■■■• �l■1■■■■h► ON LEAD CONTENT BEFORE. ALL PLUMBING WASTE o ,-.**.illi".19111111111111111111 ■■1■■� &WATER LINES NEED I o �■■■■■11 ■ I■■■1■• ■ ■1■■■1 1111■■■ ■■� �����■�� �1■■■■■1� CERTIFICATEOF OCCUPANCY. TESTING BEFORE COVERING lo voaTi ■i■■1■ 1■■1 ■■ 1■■ ■ is■mmi■i �--- o>.■■■■m ill ■ 11011111M111111166.. - - ., "Jr” 1111111111.11111 111111110111 U1 _ v/■■1■■1�1 ■ 1■■1� ■1 11■ ■ SOLDER USED'IN' WATER ' ■■■■■Irk■�■r■■■1■■■ 1111■ ■ ■ ■ i■■■1■■■1■ 1111■■1■■■�► - - \ - - SUPPLY SYSTEt.•CMZ . ■1■■i■■■■■■i■■1■■■■• ■i■■ ■■■■■I I■1■■1■■■■■ EXCEED 2/10 Q.'•'f�; rr RETAIN STORM W ATER RUNOFF �Lv,. 1111■■1■■1■1■■■■1■■1■111 ■�■■ ■�■11 1111■■1■■1�1 E-+ Vii ' : mow ( 1111■■■1■ ■11 !ì%PA&fII PURST236� ■1■■1■■ ■■1 OF THE TOWN CODE. o - - l11111111111111/1111111111111111111111/11111111171 i I I I I I ■�■■1■■111 ■■■1■ 1 0 Ern. i'ii'iiiuiuiv ./■11 - — •_ �/■� � 1111■■1■■■11 1■■■■i■■■1■. ;� DO NOT PROCEED,�`"17H W � )-1-1.4.1‘ 1111■■■�I 1111 ■1 �. I■■ ■■■��■■ ■ ■ ■ 1 1■■■■1■■■■1 FRA��111�G UNTIL SWRVEYY F-+ W w aim r= w 11111 pP FflUNDA?10N LOCATION - • , � w a _, 1111■■■ 1■ MEW ■■■■1��■1■■■ 1 ■1■■■■■111■■1■ o _ ■1■■1 �1 1111■ ■1 1■1 - ■1■■1■■■■■■1■■1 ■■■■■1■ 1■■�■■ HAS EE.iJ APPROVED. Q+ a cn I-co J Y a ` ■■■■I 1■1 ■1 II. ,I, I■■ 1111■■1■■■■1■•■■i■■■■1.1111.1■■■■1 - - \ - - 03 0 -, I■■ p�rrv�ac r � e? �r®err ��Ir�rr a 03 4Y;.:-..:4:'i ■ (.If&fI1i)% If&fi'I&VIIf&fi'W - - � - - ■ ■ � ZhL orei`-� 1111■■1■■1■1111■■1■111 ■■1■ 1 11■ 1111■ ■1■1I 1 Backfill, OR Provide Engineer°s Certification 0 5 ' 1-=� 1111■■■1■■■1■■■■■1••■i■■■■■i■1111 ■1 ,_ ■ ■■�■1■11 ■1■ t the drains aha C o 11111 g s been installed to Code, rn ;� R. ■1■■ 1111■■■■1■■1■1■11■■i■■1■■■11 ■ X111■ 1 1■■1■■■■■ ■ �, - - \ - - x _ -1• ■■■■■■i■■1■1■■■■1■■1■1■•■■i■■1 ■ ■1111 ■■1�1 I - I-, y._.f .Y- --.,1111■ �������■■� 1111■ i - - - - - _i --- —_ I I . SOUTH ELEVATION y _ti • SCALE: 1/4" = 1' Q » ° •••-• 1 _. .• io L nta pa U i �u — l�-.;.oma o — — — _ _ NSI~ cn ■■ ■1� cn - — — — - — - — i;■■1■I ■I■■■1i ■ ■■■■��I■■■■■111 • - - - - ■1■■1■■� ;1■ ■■1■■■! _ o ''lq: I I weinni _ I■�■■1■■1 I■.■■1■■11 0 A lo A►. - - - ■■■■111 11■■■■■1■� - 11W i 111111111111111111111 11: i■►. � _ - 1■■■■ y ■■i■■1■ — i ■1■■ - riMMIIIIIIIII 11■ 1in U -._-J1 �L_-.-----JI IIIL... ------- I I11_----------- -- v in _ � owl 1111■■■ ■ ■■■1■■■1 1■■■1■■■■■1■■■ 11�.■1■■■■■i hunt --4111111111111111 . ■■I■11■ 1 -- - - - - ■1■■1 ■I■■1■■■■ 1�■■■1■■1■■■■ 1 ■ ■■1■1�11 ■1■■ 1m \ 1E■■ ■■■■1■■1■1 iu■1■1■■■■1■■1 1■■1■1■■■■1■■1■1■■■■1■■��. ■■■■ ■■■■1■�■1 I•■■1■■■■■1■•I I1R■■1■■■■■1 ■■1■■■■■1■.■■ - 1■■■1■■■■■ ■■1 ■ ■■■�1 ■■■■1■�■1 --- ■■1■1■■■■1■■1■�i■i�1■■1■1■ -111111111111111111111111111111111111111111111 �•�■�7■�■��• ■�■� ■■■■■1■•■1■■■■■1■■■1■■■■■1■■■1■■■■■1■■.■1.■■■■■1■•■1■I 11111111111111111111111111111111111111 ■1■■■■■1■1111 ■■■ II 1 - -E1"1 E. w •• ■111UU1�1I•■R1U■U�II�■R1UU1�1IU■U1•h1.11�■U1■h1•1■ I_ U■■.,Uh,■ ■11 I0 - - \ - - 1111■■■1• ■1■■■■■1■■■1■■■■■1•■■1■■■■■1■■■1■■■■■1■■■1■I 1111111111111111111111111111111111111111 T _ I o - - -� - - ■1■■1■■•■■■1■■1■■•■■■1■■1■■•■■■1■■1■■■■■■1■■1■■•■■I 1■■■1■■1■■■■ ■1I - �, ■11■■1■■1t 11�■■1■111■1■11■■1■■1■1■■■■1■■1■111 ■■1■■1�111�M�� MI�1■ ■■1■■1�111M I 1111 �■u■■■■■1 1■■■■1■■■1■1 1111111 ■ ■■■ ■ 1111■1■■■1■m■■m■■■1■■■ ���■r dis ■■■ r, ,:,,11 1111■■ ■■1■ ■1■ 1 ■�■■1 II.■■■R■I■■1■1■11 ■1■■1 ■■■ ■11 ■1 ■ 1111■■■111■■1■■�■■ 1 N ■ 1■1■�■■1 •■■�i■■1�1■ ■111■■1■1■.■■1■■■.■■■■1.■■■■■�■U■•■■I■■1 111■■■1■111�1■■ ■1■■■■■1 1■■■■i■•■1■1 1■i ■1■■■1■■■■■1■.■1■■■ ■ ■ ■ ■■■I ■■■■1■■■1■11■■■1■■■1■ _�i � �■■��■� ��■��■�■�■ � ■ ■■ ■ ■ ■■■ �■■��■ ■ ■■�■>�■� � ■i■u■■m■■■■■■m■■I■■■■1 --■1111■-- ---■■■----- M1111111111111111M11111111 -a::-11 - - -� - - aummommaimmommomiummmomatimaiummummmommr- ,, 'IMIIMIIIIIMIIIIIIIIII :.. ...: '.•:i-:.. ...: I.: •:.':....: ..:i.:...:...... I.I..•:..':...,: ..:i•:...E..,: .:...:.. 7 '""- -I 0 Li) ■■■■■■■�_�■■���■�■■■���1 ■���� _ . : • : : .: I III o 10 ���■�������1 1�� _ I1 111111111111.1111111111111ArEll MI / .,,,,, ..`/-•'--,!:!, �, :, .. ■ _ _ MEd= 1 ‘ 1111 . . . — w+� . u111111111111111111111111111 / / t /S .j /. 1•1_44, )7v DRAWN: MH/MS '''"r``�" P "�� ��, SCALE: 1/4"=1'-0" EAST ELEVATIONTs�� = __ JOB#: 4 „ ~3 P.- : __ July 23,2014 ...-,. ..,,,...,- SCALE: 1/4” = 1' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS - 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I' REVISIONS: J L f I I, ate Q" - I- II e- 1 l l• I -J 1 walla IIIIIC dim. , _irl, ■�. / aft... . ,I V �1■■1 ■ ■■1■■ .ask 1■■■■ ■■■�1■■■�1■■h. UT ■■■■■■111. 11.111111=1.11110.1111 DMOMI=. gai■■■1■■1 ■•■■■1■■1■■•■■► .d1■■■ 11■■ _- _ _ - - 4iu■■■1■ 1■■u■■■ 11■■■■1■■■■1■1 . ` . . / ■1 ■1■■1 _ ■1■ ■ ■ ■■■ •N ■1■■■■■1•■■1■■■1 - - \ - -4111111111i �..1■1■■1■■■■■�'>.�■ ■ 1■■1■' 1■■ ■�NNM�-■�-�I ■1 ■ ■■■1■� - - \ - - ./■■III■1■■■I ■■1 ■■tl j■■-1■■■ 1 ■1■■■■1r u■1■■■ 1111■I ■■1■■■■..■■■.■■■1 ■■n■■■IT■1iM■1II■11_ ■■1■■■1 A4 ■■1■ ■■■■1■11■1■■1■■i■■ ■f■■■1■■1■ ■1■■�■■ ■�■■■1■I �r /■■�1■■1 ■■1■■■II■_■■1■■■tl 111111111101111111111 1111111111111M I■■■1■■■ o Nor ��■■1■■■I ■■1■■■■I■■■■■1■■■1 11111111111111111111111111111.1111111111 ■�1■■■1 .�, 1 i�1■■■■■■ �I ■■■1■11■1■■1■■�■■■■■■. ■■■■ 1■ ■1■■�■ ■■ ■■1■1 '- • .�1■■■■1■�1�■■1■■■I1111.111.111111111111111111111111•1111.1101111111111111111011101 I■■•1■■■. Z I I■■■ iu ■ 111110111111111111111111111111�,_ �_. .a a 0 1■1/� _..a .� 1■■.1■■■1■■1■■■■■■1 ■1■■■■■■1■I �.� ►•-� - �- 1■■■■1■1 •■■■•1■■■■1■■■■1■•■■1■■■•1■■■ - F-+ - - ■l■1■■■■■1••■1■■■■■1■■■1■•■1-� o - - - - 1111 - .�•1■■�■■■1 •■1■■�■■■i�� ■ ■ ■1■■1■■t■■■1■■i■■■■■■i■ H - - \ - - ■■■1■■■■1■•■■1■■■•1■•■■1••L�----- ��■■■■1■■■■1■■ - ■■■■1■■■1■■■ ■1■■■1■■■■■1■ ■■■■1■ 11 I •411H Q w 44 iii i i I. IIM.11111111111111111111111 �! ■■■1■■ ii■ii111 -tetcn 44iitC ■t■■1■■■�11 .- - I �i ■■1■I _-, o 1 ! ■■■■1■■■1 1■t■ . 1 °° summilmtal ■■■■■■I_I 1■ ■ .1 °° Cip Z 03 rx 1JJIJJJJJJJI" .. ._. j. IIL!jPI•' III 11 1 1 1 1 1 1 1 11 -ii ,,' 111.111111111 o - - ._.\__ - - �-------------------1111-- mpijgmjmggmgmumgmgmi 611:1;;-1.1.17 1111 - Q ■■■■••••••••■I ■0.11 ■■ 1 r 1 I 0 CA o >n NORTH ELEVATION � , SCALE: 1/4" = 1' .a; x d � 31;11-Wtlea 11-11 /.1. aLi-y a- - .1. li.n6.;rolrr.. Yt — — it — — — Nee—�7:�'i:—tom — - .. - - a 1111 - �� *� .. - - ._ ee---11' - m. - _ 1111 .- M-- _- ..---_■ l;--eia'ri - - - - 111.11iii T41.141.2 T-1 .� _ - — Itirr, . h n . - - \ - - — - - _ - — — — - — _ w o 1■■1■ ■■■1■■I - - i- I - - v- - - - I - - o 1ii'1iil v) " 1111■■1■■■■1■■■■ . ■■1■■■■1■■■■■■1111.1■■■■1■■ — - u 7 I ■■■■1■■■1■■■■Iw I■■■■■1■ I■■1• ■ ■■■■i■■■1■■■■■1■ Co ■ ■■1■■�■ ■1■■1 1■1■■1■ 111111111111111111111011111111111111111111111111111111111 - - - . ►. -— Av E ■�■■1■■■�■■■ 1■■■■■� ■1■■■■1■■■■1■■ ■1 �.� ._. 11101181111111RT� I■■■■■1■.■� ■■It■n■■■■■1 .1111 I�■IN11 - - \ - - .. - - -- - - - - - ■■■■1■■■u1■o■11_.gid IIIA - - \ - - 1111■■It■■1■■■■1. ..�_ -�■ ■ ■1■ ■ 1111■■■1■■■1■■■■■1■■■1■■■■■1� _ . 1161 ■ 1 ,_- ■■ ■1■■.■■■1■7' , " n �1..1■■ .■1■■1■■.■■■1■■1■■.■■■1■■1■■ �... ■ ■ o W-__�__=_�a*MI ■ommi `1111 ■�■■ ..1.��.�\_-1-SII. II _- --- ■-.- ■■1■■ ■1■■•■■■1■■1■■■■■■1■■1■■ -..-. U `-1 • \• 1111111•••••••1 ''. ' MEM INIMIES 0 I &fIA' i1 ■'■1■■111■■I 1111■1■ MjJMjjiJMiII•u•i11 - - — - - �3 Co 1■■1■■■1■■■roa - ti. .. 1111■1■ N 11__11 - ■1■■•■■■1■��: - ■■1■■ 1111■■ 111111.11111.111111111111111.1111011111111111 ■■1 ■ 1111■1 E' ■1111■1■■11 - -1iNMWi&IiINtaI1iMNN1N1I1IllNlV111IluI1ftNIN !. _ . Emimminrimmwri I 11 1 I- ■■� IN 1111■■It■■ ■1■■■■■■1■2 1 11� ■ v - - \ - - ■1■■1■■_'_.■._ �ee�__ - = I • _--- _-�.--- ri- - e�--eeeeiT�ideoli cii) Er) 1111 - 1:: ' '1 . :• �l�fi �%����% - 111 .1 i a :/'1,1.t-,171;r11'.Z.,5r;,a:1' "4 - 4 7:'1 :. 34 '4':":" ^V r, 4\'A 't,' 0: , .;, ,' DRAWN: MH/MS F WEST ELEVATION4 " ' SCALE: 1/4"=1'-0" I ... SCALE: 1 4" = 1' v, JOB#: .: ` July 23,2014 +Y% SHEET NUMBER: A-2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I' REVISIONS: CO m ® m Z . ri ® 0 H z z a W a E-1 p4II a Hw v) 03 '- Q W N I} 0 II II II II 0 I -I INI —�L_ -� I Z °23 �� __, . Z E-+ 0 I--I .--4 \ / H ,.. .. ...- 0 0 I 0\ : 0 0 Zi @ r 1 -_, / \ , .st c 0 Q ci) • 0 I � , • ( / -- I . 1 I . 1--(\_T =_ z . _ ,i-----, E.:, . . . /N , , _. .__ ____. •. q u NF-—-- F-, - rU I I ^ o 3V NO• 1 O CD I \ / I _ — O er) : 0 i= I -------) Ne—: :c1) [ 1 x PO ON coD .G E--—-- O a X O ti EXISTING 2ND. FLOOR PLAN J N N = EXISTING 1ST. FLOORI PLANI — ,____ , ct cu .,,,o, , ,.:) e,, ,, :4 , SCALE: 1/4 = 1' SCALE: 1/4" = 1' .2 6 M 0 t a, co Nv w � / _ II ----.> / = / tillIN1w . r Q .0, ISI0(,) c.,) I 0 I • I 0 I —I1 0 Il—_ Emil N 11.11011 , d 0V ;,,,,,,.;,-,,,,,e,,s',4-........44 „.;•\ 14L , li ''':i'''': c;a; d �, ii • DRAWN: MH/MS • t•� SCALE: 1/4"=1'-0" kr.,: ii, .•* w. -, .t.,,,,, JOB#: . .' �',tySiG.!.`". July 23,2014 "". ri,k SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETINGIORTWITH OWNERS FOR APPROVAL G ALL GENERAL S AL CONTRACTOR SHALL R ORPO FORALLBUILDING DEPARTMENT INSPECTIONSR3�, MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I REVISIONS: A\. A , , , . ,, r • , • • , ----- . ,, . , . .... r ..I II III a We _____ ___C". o Q TIO NEW PA RE-BUILD EXISTING RE-BUILD EXISTING PATIO(VIF) z ®0EXISTING PATIO ON GRADE O z H .) / 20'-3" 4'-5" / (TO REMAIN) a 9'-1" 11'-2" o EX. SCREENED PORCH �(,,� 04 / _ _/ - 20'-3" O r - - - -- - -(2)11-7/8 ML - - - - - �CANTAIEVER-I 1 O , , . ` RE-USE EX.WINDOWS ' ® I 6 � Q W! J //////.II� ❑ II II II„ ❑ ,////>/) //// -\ o• 'e ��p,e • •o - 4.• 'c v"p e •• •o • 4.• 'd v p,e • •o • o• T ' 0 E-' c0 14 (2)1-3/4X11-7/8 ML HEADER ^ ^ I O c0 14 I p 4 ,. 2 v o 2 00 4 00 r. #5 REBAR @12"0C -?..."•••• ••• 03 03 [I x = I 8'-91/2" j.2'_O"j. 8'-91/2" v ^( AND AT FTG.(TYP.) a Cip O - ' 7.0 N D, fe M -as\(... -�---- o • 3,_9,, I--I g -A F2 I - EX. BATH �- C. / o I -I O .o I D a' 4\ /\ \/ . V . L.L1 • p p F-I cz az^FP OPNG u. EX. KITCHEN ci3) ° • ^ Li a , 121 HEARTH HEIGHT VTO BE VERIFIED o LIVING ROOM O O 0 y , I d p• I> W °� _ - - - , , EX. (2)2X10 GIRDER r _ , - - - - r r 10 I In \ WITH OWNER 0 \ ' @ , °°o : O ZO -���- ;ADD 1/2"STEEL PLATE Tb t� 'C 3 u "�'� o -�4• ::: F- EX.GIRDER(EACH SIDE`)B n� N Cc _ _ 0. Bo B o - Z o �B W • U ,' IIEPRINC.WALL MOVE 12'-0"/4 illN d I M �� I 1 °• D0 Z EXISTING �iARAGE a E °° EX. BEDROOM o ,v W O X.HOT WATER I C• p HEATER TO REMAIN NI cc o NEW BASEMENT z _ 5.<- 1 �n M • r rr r rr r z' ' N I N �,� �1. 10 -113/4 X 11 -0 1'_4y` Z ADD FIRE-RATED DOOR m �`i / p • / d (45 MINUTES)W/STEEL O LOCATE;U11l5ER O JAMB,SC HINGES PER CODE EXISTING 3-1/2"X3-1/2"X1/4" 7'-4" O i / v -� POST AB VE(VIF) x I SERVICE W 44 TUBE STEEL , , I ,f 4 _ - I (5)1-3/4X11-7/8 ML w/(4)1"STEEL PLATES dr , , ^ / r _ l�� Z r7 I ' / 11-7/8ML 1 1. -r -- o. r---- -----r r ' ' (4)1-3/4X9 1/2 ML GIRDER DER ' O 111111111111111i 111111111111110 WOW - Z (4)1-3/4X9-1/2 ML GIRDER ; 1 �e ° V e ° 3-1/2"X3-/2"X1/4" . . .i Jo \ 9• I � � � 'a , 0'a . t C] TUBE STEEL I `Q ,/� VD"--. Co 0 3.5"X3.5"X0iv . .5" 3.5"X3.5"X0.5" • D .�� D V ®rol pd W WALK-IN I STEEL COLUMN STEEL COLUMN e e II- 0 po• ® N1 ri S v '- N ,a 4"#5 REBARCOe.w. • 42"X42"X12"CONC.FTG. a ° ,a °L .--) f . ® W I CLOSET s 1 O (11"0C) (4)#5 REBAR(il"OC)e.w. Y -: 4 pp O D / b' P .sem A - - ---- 0 ao •101 ,� •Ot W •' -- --- 2� o • d 0• 1 \ IL i 1 I ii. 4'-6�h" 2'-2" EX. SEWING ROOM 4 I = a 4'a .°1 '�'r '� I ° `� A _1,,. A EXISTING SEWING ROOM °' p ////1�/////// //<//� • oLLI --- - ------ ---- .Ti " I a ���� M�� Et - i 8 j, 4'-10" i t>• 12,_5» N aDU-tll w"ALL°i DINING ROOM * 0 r, A . 4 . Z °�° n STEEL,LALLTLOLUMN - d ° d ° U P ^ L 'v 24"X24"X12"COI�C.FSG. e ° e ° U 3'HIGH RAILING F-1----\ f )1-3/4X11-7/8 ML . x Co 0 , ---�__ a 4'a L o _ r- e! G iM • I ENTRY 0• a .'d A . = z N v • P-.:()I de ° de ° M , G.1 ° ° I- m O a asbN oo ° '-C" 10'-93/4" •'a • 4'a , L X °X` , ',2X IJ I-OR 2X'',0 • I 1 ° to "I I ... o . c' D . 1 - W �O m m Q O • TEE PERED TEMPE'ED i \ �. d ° d °4 4 4_ 4 . 4 4 4 . 4 - ` , ` (2)2X10H vo a v - o Q .-fit- ot E►�-1.� ��--! ///>///. _,) \ 1 .[� n' a ' v p .av • o• C - \.Q1v •. 4. c . v 4 v . . p 4.4. w v: CW24 CW24 "'I1/2-3/0-1/2X6/8 Ar\r\l/,00.t/ Iet cu urr , „ 1111 " r „ \ _ c AN.E T FTG 1(TYP)�' 1nn ENTRY DOOR I - I I O O0 •5 -5 7 -2 ^ 11"LL 4 5 -10 cEXISTING DUCTS TO REMAIN. ® - 12"dia.CONC.PIER e -, 0 �' •\•p nn - LEDGER BOARD TO BE FASTENDED - a d' L' I "iIPORCH c RE-USE EXISTING DUCTS AT TO BUILDING WITH TIMBERLOK® I 24"X24"X12"CONC.FTG. a m ca u / 29 -10 ,,,I 10X10FG '1---- ) x O ' In 'I v EX.LIVING ROOM/DINING SELF-COUNTERSINKING SCREWS I 3'BELOW GRADE(TYP.) 1"1 / AND KITCHEN AREAS BY OLYMPIC MANUFACTURING I ' r \ , Ln CJ m "-• COLUMN-S3)2X10 GIRDER i ', --- ', z:::-.: (2 SCREWS @ 32"O.C.) ^ ; - (3)2X8 ACQ GIRDER - ^ _ N O I. J /VT 461P7) \ a:\ , L , I-•_ __4••• - 0 ... ../\ 12'-4" ;' 9'-4" 2'-4" COE PROJECT NORTH / 17'-6" 12'-4" EXISTING PLAY ROOM EX. PLAY ROOM / (ii. 111°'i_,/) cn / w � H 0 o WALL LEGEND A ° V cn 4.1 r .. A WALL TO BE REMOVED - = N cn EXISTING WALL W E PROJECT NORTH os r/////‘/////77/1 NEW WALL 1ST. FLOOR PLAN I 5 - olowi ' ' i i NOTE: SCALE. 1/4" = 1. FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS • 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED + DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL () [INT.:2X4= 1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] 1).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE FOUNDATION PLAN FROM THE RESTLOF TORE SLABch STHESBLOCOK OUTS BE BLOCKED AT COLOUMN BAUT DSESOSHOTULD 0 x - DIMENSIONS OF NEW WALLS ARE FROM STUDS APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENINGLAi BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET g[EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ' SCALE. 1/4" = 1' THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE- FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).CONTRACTOR TO REVIEW PLANS FOR NOTED TEMPERED GLASS. SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. moilik 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 r BLOCKING AT 8'-0"0"O.C.AND MIDSPAN. AND 2X4 WALLS AT R13. 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". 5).PROVIDE 2X6 ACQ SILL PLATE ON TOP OF FOUNDATION WALL.SILL PLATE .7 l!1 EXISTING LIVING SPACE: 862.0 SQ. FT. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR �L PROPOSED LIVING SPACE: 878,4 SQ, FT, 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 10).INSULATE CEILINGS WITH R30 INSULATION. RESIDENTIAL CODE WITH A BITUMINOUS COATING.TOP OF FOUNDATION FIBERGLASS SILL GASKET. e'4r.; .._.1. N EXISTING SCREENED PORCH: 212.8 SQ. FT. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS TO BE ADJUSTED FOR FINISHED FLOOR HEIGHT TO MATCH EXISTING. .-''.(.1,4,,,,,;'s-,;73---..,At C' `#, , " ' ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR I1).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. FOOTING TO BE BELOW MAIN HOUSE TO MAINTAIN TYPICAL 8'WALL. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, .�'1. „` ,?a�,,• C,`x�.,„M,�;,��PROPOSED COVERED PORCH: 62.0 SQ. FT. MICROLAM HEADERS. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A ,,,;y <:} 12).INSTALL SMOKE AND CO DETECTORS PER CODE. 2).FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO �;.`:;`!;. Ja.r. �4 6).STEEL POSTS TO BE USED WHERE INDICATED.POSTS TO CONTINUE TO FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. yr:,;' . a`a4 ' /^ DRAWN: MH/MS BEARNG LOCATION IN BASEMENT. REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).FOOTING TO ""lit ',"i SCALE: 1/4"=1'-0" BE 3'BELOW NATURAL GRADE.STEP FOOTINGS AS REQUIRED. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ' -;4 -, �, ...4�,µ,-,;.,. ,. JOB#: BLOCKING AT 8'-0"O.C.AND MIDSPAN. �"` �'*• 3).INSTALL DUTCH WALL AND UNDERPIN EXISTING WALLS,ADJOINING ditt-i'f,:i; .,, .,t July 23,2014 NEW FOUNDATION WORK AS REQUIRED. 8).PROVIDE SMOKE AND CO DETECTOR PER CODE. .; SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS r,,d; . /� MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENTR FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS l Z 3 b OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I REVISIONS: ) A . A I ---- --- --- _- , , , I I I I ' I BUILD OUT ROOF FOR DOOR OVERHANG 3'-6„ 18'-2" / 15'-8" I „ „ MATCH EXISTING SOFFITS 1 / 9lo -1 9 -1 7'-10" 7'-10" IIIr CW145-P4045-CW145 ID L9el�-o / (2)2X10 HDR / O 12 • , / / / 4 1,....„-------- ATF / / / / -Ni - 2X10 DF#2 RR f°16"OC / I / z 10 ' / / TW24210 1 Ao 44 / / tI I / 17'-7" d 15'-41/2" 1(2)2X8 HDR 0 W p '�'� / Q X23 TOP OF CHIMNEY / TO BE MIN.2' L(2)2X10 j - / iv . 2X8 . / O C) 0 ABOVE RIDGE LINE ^ 4. N / / ,4 I % �t ILL / i C a v N 30x30 N / p 30X30 p / 0 CRICKET 5-.< LL.I SKYLIGHT LL / NI SKYLIGHT 1c).<3 / p p / - 2X8 DF#2 CJ @16"OC I x / °� x, 'x 12 "A#011700.4 / 10'-0"CEILING g rn v', , 4. % O z ��� N r(.23)02:3100. 2)2xlo N / // 1 MASTER BATH I 2xs ' ' -1//,,,i,,, /////// - u HZ N 12 ti "' ''" 4 f ~ / N % v v `` "rte, (--! B t B r $ g loF N / MASTER BEDROOM j Q N SEAT 1 f f i POST TO / / I-, 1 1 I ; DBL CJ / o I / S ;,�. O cc / `AZ.I .. - m m - pa 1-3/4X11-7/8 ML RIDGE A 0 O = iN :‘AZ N DOUBLE CEILING JOIST TO BE LOCATED UNDER POSE ABOVE O I Z. CONTINUE -W N o 1 _ / STORAGE !/ / 're CONTINUE ROOF PITCH N D a `✓ F W / o °c / 0 - v / __ __ J / 1 00 LOFT �� NEW STAIR ,/ Q , i 1 7//,/ .4.4.4,44 M-C - 17//(/// 41. 2 //- CI)C1) :4 12 4 / / /---- L F---- / / . A / ,F-1 W 14 f / I ` \12 / ---- .4 „, / / /�---� f---- --107 . . / 7'-0" ' 10'-3�/z" 11'-8" / EXISTING BATH -4'-'I• / / / 2X8 DF#2 C1 @16"OC J (2)2X8 HDR/ ' _ / : 10-0"CEILING iii` it\ • ; 1 / TW24210 WALL TO EXTEND 2X10DF#2RR16"OC .. ' W.I.C. OVER LANDIN (V )• ' / UNDRY ROOM 12 I�'�,' -- -- -- -- -- -- -- , / / �PROVIDEDRAINPANI� I / ; / : UNDER WASHER(TYP.)I I /'/ /1 / / I - -- -- -- -_ , I / / � / I I I I I I I -- -- -' • / ' / r ` - -- -- ' / I / / 1 c ' / I / ; G I I / I (2)2X8 HDR / (2)2X8 HDR / / -_- c ==- I \ \ /iiiiiiisiiil Iii iiiiiiiiiiiiI Iiiiiiiiii : / I N "- -- i i �- 1 i TW26310 TW26310 \ F--- O I , „ , „ , „ I ® ) / 51_3,, 7 -8 �, 5,-3" / 5 -10 / 5 -10 \ - M o 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 12 / • I ++ II7. I I 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED /2X8 RR I 18'-2» :0> m ��I@16"0C- \ j 11'-8"LAG SCREWS WITH WASHERS AT EACH RAFTER. ---- a J / C x :Itlicljui u` - -- \\V, �j3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. ' ' w• I FAMILY ROOM a, 1r)4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 1FORMER BEDROOMDIRECTLY TO THE DECK ALONG EAVES. ' / N \i . ,,, -,9 cf, . .- 5).USE 3o#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ �-_ W E PROJECT NORTH4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. A -_//AA \� / rn Lo Uco S./A . / c .n6).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS A ..' ; �� / F--- N >~ a�WITH ROOF AND SIDE WALLS(TYPICAL). 40 44\ F-I7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. i WALL LEGEND 2ND. FL00R PLAN UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THEWORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ' ' ' )0 • WALL TO BE REMOVED COMPLETE. SCALE. 1/4111 �' - - -- W WRITTEN 8) USE GALVANINSTALL II ED(ZINCALT ING AS PER COATED)ROOFNG NAILS,111-12 GAUGE WITH ATN1. R00F PLANdA , EXISTING WALL I ❑LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. �������������A NEW WALL 1).PLATE HEIGHT AT 8'-0".REVIEW PLAN FOR 9'-0"CEILING HEIGHTS. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT SCALE: 1/4" = 1' APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 0 CUTTING INTO SHINGLE SURFACE. NOTE: 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 41 tcril DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 0 PROJECT NORTH [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6= 6"] AND 2X4 WALLS AT R13. [Millil 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS N DIMENSIONS OF NEW WALLS ARE FROM STUDS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL [EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] 011.1.101 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF MICROLAM HEADERS. SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM • INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE CATHEDRAL ROOF PARTS. EXISTING LIVING SPACE: 641.3 SQ. FT. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING c.) PROPOSED LIVING SPACE: 961.0 SQ. FT. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. 0CI-) MASTER BATH TO HAVE MOISTURE RESISTANT SHEETROCK. X 9).INSTALL SMOKE AND CO DETECTORS PER CODE. • IIJ ,ri,:'..,1' 1-,''',:4 r1r•',',:4='4"."e*,f.>, 4*;`-' , p� .`'; ;‘20 .,Jk DRAWN: MH I MS i 2.11,.,,''`c td:-.....$ :s.,:l'' , ) ,•4 .. „" SCALE: 1/4"=1'-0" ;,,at• w r. 0 JOB#: i` 4.4:1July 23,2014 ` _ r� ', 'o ' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A.4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. II REVISIONS: 0 REScheck Software Version 4.5.O Compliance Certificate Project T 12 Energy Code: 2010 New York Energy Conservation 41-3/4X11-7/: Suffolk County New York �@�6 OG ML RIDGE Construction Type: Single-faintly 2X‘p0 #2R Proiect Type New constrartion Coarkioned Moor Area: It 9 2X8 DF#2 CJ @16"OC 0 Oozing Are I7 gr — Chroate Zane: 4 » Pernik i I Nul6tr ® 41 ® F ConstnSte: Omen/Agent DesignerfOntractor: SI ru+ PREVITE H Schwartz. MASKER BATH LOFT »I - BR AT RSS ROAD P'-O_RIVE 933 0F j OI Ct1TaNirOUE.NY.NY Cut ague,NY 119 G31-734-4103 1 �r 1 r /\ -1:0 niksarchit lirre.ne't v ri Eel.. OVERHANG RRs ~_ 4.TO BE BUILT OVER - -. 2k8�F# 43 EXISTING ROOF • IU_ (5)1-3/4X11-7/8 ML y @16„ a.'.. &.1r. a." �"ad°..;�,�'.,«�, aiR e`St' ° ° „'�°"�'•�;a,b„-...° iu°.... <.,2.�7v�aaww<;�a�aace.'e•�:a:2S &' °..a <taLea`hS.es ..a:� ..�Ka...baa,'v>v"°s..a..a:i�a.:�c:: 4 1"STEEL PLATES » RR OC U tan : 0.11%Better Cede Waxirnui i CF& 222 Ya4 td.A: 222 EX.CJ TO BE I :i14" (UBFLOORL .. _ _ _ _ 1•-I REPLACED AS RE..'S 11-7/8 TJ1560 WOOD-I FJ @12"OC II r. I it 11-7/8 TJ1560 WOOD-I FJ @12"OC �. \ Z z 86 batter•P Than 1 T. e,.. IL..�•..,a 44 Taus* t I_ , ,�. ►itTtitTt� ititltltli115 + ':►iatlt iiltixei ii.1 2X6 @16"0 MIIMMINEEMEMI — - \ - — 0 O • I 4__,, 1 I yl 111 W Envelope Assemblies . .1V. (3)2X10 DF#2 " ` HW U i rtl vv .. .., .. ,. ., ,, �G[1�'tAulce"" ``, 1 I' ' '� rl GIRDER 1 1 0 ,.., 4 ', * yea ® ®` _ ®n, Eiti II , ,, ,,, ..„,. ,„:„.., ,,,,,,,„,....„ . , , / a t..., n g Floor 1:A-triand nzi cr t or dtaoa»es!Space S711 30.0 0.0 0-033 29 • . 00 . - .y_ . 6X6 ACQ O 1 �° KITCHEN yl POST I H = 1:Wad F -a c 7 13.0 0.0 0.tl 2 44 I EN Y -[I iii :, Co i P WmSdow 1:Wood Fr arrie_ Ie Parte w1"t'4s taw-E 1€}9 0.300 33 _ ..r� I - Al, i W a 13a�1:Solid 36 02B0 10 .' \ I ... I 10X10 FG A �' Door 2:Clams 20 0.310 G �,' o — y COLUMN C''4,3 0 . z Ws19 2:Wood Risme.1.E'o.c. 575 13.0 0.0 0.02 40 ; On ' 3/4"SUB FLOORT—'1 • • .• flitil CA Window.2:%%rood Fr>arned le Pane with Low-E' 44 0.320 14 r ' I 11-7/8 T11560 WOOD-1 F1 @16"0C �� 2X6 ACQ @16^0C 1111 A.44::' , 1 Window 3.Wood Flaartel9le�xtrtrt widely 1 35 43 3 12 r' r/r �I ) (3)2X8 ACQ GIRDER i�� — — a -_=___� I I I I I I I I I I RW' I l l l l I I - 0 1' t edra!C,e+i 51 21.0 0.0 0.04-S 2 ' ' ,___`c--,. RE-BUILD EXISTING "n I I u1►--- — I 4' \ Ceiturg •,.-2X6 ACQ SILL PLATE (4)1-3/4X9-1/2 I ' (~� Z Calms 2, 91ti � is 0 0025 32 r /,_ _:ii-:- ' PATIO(VHF) TERMITE SHLD ML GIRDER EXCONC. — 12"dia.CONC.PIERr • .s SILL SEAL ------_-I I 1 I BLKi WALL ; 1 1 I [� r • .° IMMIMIIIIIIIII •. 1 1 W r r' - -"111 ;= -• B"PC WALL P. --- BLKry CWALL ---I I /. 1 1 — - -5' - - — O - ' -- _ ---. I I A a 24"X24"X12" I 1 I DAMPPROOF 3-172.X114. ; 4 • CONC.FTG. W STEEL COLUN+IN 11111.111111111111111111111111111111111111111_��I I I.I..•• : .'•.•: .' : . •.•'. : ••.• :•.:I.•.• =i D•. 1111111111111111111111111111111111111111111111111111111111 I . . . :. •I.DUTCH\)ALL.S.:•. • u Project TatlerReport date: •07101.11 Data fi mare:- -ting tion/ ) J E eheckc PR Page 1 of 2 ''.• • e •: •. e s• a. .• — - - — :1 4'7-t I'p,. 16"X8"CONC.FTG. 01. CN (2)#5 REBAR UNDER PIN AS REQ. T COONCC..FTG. (4)#5 REBAR e.w. • 4. r z4•oc 1 n ''^^ O VI if �I , \ i Al 'ye ) / �®I J.. ._t _ I4• a /I\ ' /, I ; , •a j4• SECTION l\—/\ o ,:4 1 I ' I 1 I II 1 \ ' I I / I I / f I I / ) 1 li -- W W �/ i l/ I� � ) i ► i i 1 ii v 1 `'—`I - - — - — -� SCALE: 1/411 1' i I1 ti f 1 ti i t , � I i I II1( I/ ' a) � o1Z1 ` r ` WDOR GALVANIZED ooscREwsw,,,STAINLESS STEEL it �i i I I�i "�— - — - - o 2 •r-.I q (...) I '�li_1-I I ��Itli WASHERS®12'O.c '1'I I I I I ( n I �I�� I I ( (I�t M � \ 1II ' `- ' 12"O.0 12'OC I ( ---'-- ---- I-- --1 I ii Fil `/_,, s 12• II- I , II I - 11 I --• ! ( I1 Xt ^I I 1— g I o �o 312 LRIDG' I11.11.1f _ _•�•is_�_��_� i 3/4.APA PLYWOOD L '—' \ \ I\ II 9 II dkA I 12•APA RATED SHEATHING ' / '�j 1 Si I SHEATHING I0 \�O I / I / (}--GRADE PLYWOOD 'i_-- 11111114.14 I\ I i (1 I . 1 ,1 (0 �, I BUILD ROOF AS REQ. ` 1 1 , S ' (A TBNATIVVE:�/1s os.e.1 1 ' Q OVER EX.ROOF(TYP•) (MATCH EX. ' '-1— I I , 1 I 1 yr APA RATED SHEATHING _I -- 1 I '� 1I/ `-'y�' BUILD ROOF I I I I ' I GRADE PLYWOOD I I - I i ^ O` (3)1-3/4X• PITCH) ' I ® 1111 (ALTERNATNNE:7/lfi"O.S.BJ I I ' I 1 I III +10 '� H 1-3/4X11-7/8 ML RIDGE 1 III I ,y ML VALLEY 410 STAINLESS STEEL / ( � ti '1 ( � ti =. .� ��.� i / I J I I / I / I CRICKET ��tTtltltlt�t ltit�tlilti �, ME Ir..1 ' ��oRGuvANrgD 1 ' i 2x4y ' I /� ( / I '� ( � ; 2X8 DF#2 CJ @16"OC .� I2X10DF#2uSKY cHr /'rmisiimmip dw/ ' I 1®jWASHERS 012.0.C. ( WINDOW SILLI ' II l II l ` '�� �JIiRR@16"OCI �1/ �` t I In 1 TYPICAL WINDOW OPENING 8/ ( L��r--.�:���( /� L- -�1� ---jI ' /�Il— I f II � 1 ; I I I �1 I IJ SS V I nI , /� //..',II f{1 t ����t �'i� �� a1�� �1� a t r t 6�' t ;:I� t `�r��il'�� Oi• i S L- 1 t f 1I (LESS THAN 4'-0X8'-0"OPENING) ( I I ( II t10 SAINLE55 STEEL \ •. @ H H ..I 1 I II 1 I I 'I I I WAsr1ERs.12 D.c !� ` m Nlr o w°Roo�D`s n ws°w� * 2X8 DF#2 C1 16"OC POST TO F `�cr. TYPICAL DOOR OPENING °� _ RIDGE I f fON (LESS THAM!4'-0X8'-0"OPENING) MULTIPLE PLYWOOD ASSEMBLIES 1» I CO NJ OJ U si TOGETHER WITHOSTTAA1 STAINLESS STEEL I« O I II�� �� m 0 OR GALVINIIED BOLTS W/WASHERS . . AND NUTS®2'-0.O.0 .. I �� O l-' X (] TYPICAL MULTIPLE OPENINGS b Iy O ff w ccts (MORE THAN 4'-0X8'-0"OPENING) 1 4- r IF LOFT r�jr L4 D r WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL y - -�� 4 AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) y EXISTING STORAGE `'' �' MASTER BEDROOM N.x WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" I. .I r 1 E 4J AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO . Ln U CIN COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL ti _ _ _ _ 3/4"SUB FLOOR yl •0 ' CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. \ I` ` 1 i' II EXISTING FLOOR s~ v ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 1 1 ' I 11 I' I I ��� III) 1; 1 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. \ - — l: �- �. ��.I�.L�.����li '��I�. i �.�`'�(�.�..�.�� " '., ��ZS _�S S�IS�S�S�S2S/SPPSZSISI�S�SI�ZS2S(bL2S2SlISZS2SNSZS2'TII W 11-7/8 TJ1560 WOOD-I FJ @16"OC 11-7/8 T11560 WOOD-I FJ @12"OC (2)11-7/8 +I p I ti (3)1-3/4X11-7/8 I.- ML w/(2)1/2"STEEL 1 'a If y H o y LIVING xo Emil 6T4 0 0 ROOM KITCHEN EXISTING BEDROOM . QU y � 14 03 03 » , 1 } yI 1 1/4 ' 11/4, 11/4 . •11/4 011/2 •11/4 11/4 11/411/2 •• * 44 CC2 1 1/4II SINK uv. TOP OF FINISHED FLOOR (� .I - - i1-iiii.:t2I1...uattuttiti—aittlittlii-ttiti. '. 1 1 1 FLOOR ~ - — °� uv. W.c. . TO MATCH WITH EXISTING 3/4"SUB W.M. W.M. _ _ EXISTING J hSHOWER,, 1 SH• ER BA H ( -��� .� -. ,.... /i l��y;?, i}";�' Irl'' .!1•� [ 111 ?•?:11,111,, Tit tit t ell \ [�\ I 11/24 "aO o3 °2 "tee 3 �6 11-7/8 TJI560 WOOD-I FJ @16"OC EXSITING GIRDER NEW 3 2X6 DF#2 EXSITING GIRDER c.o. e 11/a 1I c.o. c.o.1�_ 2 2 r 1 1/a w/(2)1/2"STEEL �I--�-3ey� r fl' 3 ;CO. Q' 3 2X6 ACQ SILL PLATE TERMITE SHIELD ADD 1/2"STEEL PLATE SILL SEAL II TO EACH SIDE OF w U FOUNDATION WALL HEIGHT EXISTING GIRDER O 0011/2 •11/4 0 TO BE ADJUSTED IN FIELD FOR EX.LALLY EX.LALLY I t-i11/4 •11/4 1 SINK ' IAV. W.c —lir 00 MATCH EXISTING FIN.FLOOR. , �' FINISHED FLOOR HEIGHT TO COLUMN COLUMN OD �-r }1 NEW BASEMENT EXISTING GARAGE D.W. FAT MAINATAIN TYPICAL 8'HIGH EXISTINGBAT" ,� FOUNDATION WALL FOOTING WI2 TO DROP BELOW EXISTING. IIII: ..--/—II C.O. 011/4 O3 e--II c.o. , P. 4„CONC.SLAB • EX.SLAB ill • --°--1 \ I 14,. 151/M NNW X11 4 ' .' ;r• STEP FOOTING AS REQUIRED UNDERPIN Ilr'F WITH GRADE.MAINTAIN EX.FTG.(VHF) EX.FTG.(VHF) _ 16"X8"CONC.FTG. EX.FTG.AS MIN.30"X30"X12" MIN.30"X30"X12" • ‘.!.;'-'...,:s`r-,,. °"gy'`'m°' SLOPE"1/4"PER FOOT PITCH TO DRAIN --� MIN.3'BELOW GRADE Q . - •' , TO APROVED -' 4"C.I. SEPTIC SYSTEM (2)#5 REBAR RE U1RED H,, :.r`.`A1"'.;, ",AF +M. TRAP HOUSE a. :>'•. ® '•• �`w 5�....,: ��``' M� MH I MS • fr ,��5`q�`rn .r�„-a.. DRAWN: PLUMBING SCHEMATIC °� SCALE: 1/4 =1-0 4...):# 4+,' "z''t''.--0 ,,1`#r,.�i� ”- JOB#: N.T.S. SECTION B—B $4, g' ,,-::,,;',;' ,t..:.'0-!--'.-*% �F 1 July 23,2014 � / ' ;"',�. s."F;~.''Y '�, ` SHEET NUMBER: SCALE: 1/4" = 1' . : • *..y,. "t ,i1< y.. ,yy,,. k ---: A.5 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS %8.„-%48. -� =? "ter " ~ MANUFACTuRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. II REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL C ONNEC TORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. /h1 ° KING STUDS 111..cr 'Ili �, ENDWALL 1 RAFTER .7 C RIPPLE STUD WALL STUD ,- 1 C'I1:" BOTTOM PLATE .III RIDGE �IIl 10% BATHTUB i;: llig LEDGER 'HEADER � DOUBLE JOIST ' �/ III Iliiiii 1 Alli IISIDEWALL4�\ �/ IRAFTERJACK STUDS f FLOOR USP NUMBER DESCRIPTION APPLICATION 'I11111 - 1 III HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS f 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS B ATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,WPROVIDE ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC C WALL STUD —'�\- g c/) THROUGH-ROOF EXHAUST a VENTS SELECTED AND ,�— � fillt LOCATED B CONTRACTOR 1T•1 W METAL STRAP — �� W E4 . ' CRICKET AT TOP-SIDE OF VENTILATION CHANNEL �� Q CHIMNEY AS REQUIRED F� O RIM BOARD • Q • RAFTER ��' i SILL PLATE(S) F Q , WALL SHEATHING RAFTERS MAINTAIN I ' y Pi - - VENTILATIONWOOD JOIST (1 "V0' " " I ' IISIDEWALL FLASHING ,�, 011 . BLOCKING `/ ' '� CHFOUNDATION TOP PLATE �� 2x4 LEDGERi` . BLOCKING II Z Q FINISH WALL AND MOISTURE , ' i,,"��,;. , ' z BARRIER TO LAP FLASHING41 1_ I) ''— , 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ,� ATTIC SHALL BE PROVIDED WITH A �' `' FASCIA II II Co AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND �` MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF rig=11 GUTTER 1'�� ' I __ ,' THE SPACE VENTILATED. ALL OPENINGS I WOOD GIRDER M INSTALL 4'0" O.C. / • ONTIN. SCREENED VENT I)SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESHONTIN. SOFFIT / EXT. PLYWOOD ' I--1 ON ALL OPENINGS i �.1 PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. . ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR / g 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS 1GAP TO PREVENT CAPILLARY 4" 6" RAFTER RT10 10-3 4' x 18 a. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS /*/ ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS e'.. ,'� KEEP ROOFING NAILS OUT / , ' OF FLASHING 2ND. FLOOR WALL ,'/ ROOFING LAPS BASE �. r FLASHING 4 INCHES T-- . •1i BASE FLASHING WRAPS CORNERS, RAFTER .'� RIDGE CAP OF SAME � EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING , 4 . . kTil / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O 4Nil E-1 W ti ' WOOD JOIST I : /ii° ® , x ►►,► . • �• TOP PLATE ,\ .7 GIRDER/HEADER II I ✓ ✓ ✓ ✓ ✓ SIDE WALL FLASHING ��� 41101 ,4 1ST. FLOOR WALL STAPPING TO B E ATTAC HED TO WALL STUDS 048"OC �� WOOD JOIST �► 7 II U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD RAFTERS // o AS TO FORM DRAINAGE CHANNELS AND ,� INSTALL 4'O" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'O" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE ��\\\\\\\ -�Y7 0 TERMITE SHIELD SILL GASKET \\\�O\\\\\\\\\\\�' SUB FLOOR (-1 g / \\\�\\\\`\\\�\ WOOD JOISTS cs m m v o • CONC. SLAB r NEOPRENE o TYP. CONC. FOUNDATION /� \\\� GASKET ^ .` I 2x6 /2x8 CONTINUOUS WOOD PLATE In cu co o DAMPPROOF EXTERIOR 6 MIL. POLY ► \\\ ' 6MIL POLY ON EXTERIOR V GRANULAR FILL " \\\�\\\ v� I BOLTED TO STEEL BEAM WITH r' x o 1'p - _ `� 1/2 DIA. BOLTS © 48" o.c. STAG. t~ �, C2 CT e STEEL COLUMN •4. - 4 4 n c ROOF JACK ♦ N v �:. �::•:" v , 'p cp \\\ w STEEL BEAM �+ CONC" SLAB .ice �'1° � Ilk*/ I I , ��•_ p ' yl n •.-rpv `.- 5 \.p ANCHOR BOLT EMBEDMENT: . .. .. -0 A COMPACT FILL ''Si. '•i,•i:•t •o'• POURED CONCRETE: 7" . 4" x 1/4" x 8" STEEL ++ [� V A A ' p t. r n BLOCK WALL: 15" ROOFINGLAPS % , TOP AND BOTTOM PLATE Ln U m - • 4WITH 1/2" x 6" ANCHOR BOLT 111Ntamillialrn •-. in KEYWAY FOOTING �` 1/2" GROUT o A CONC. FTG. ''p . Q'A • G c• SIDES AND TOP ef N v USE WITH 3x3 SQUARE WASHERS � ��' : 4 ANCHOR BOLT C ONNEC TION (USP LB PS58 OR B P583) ;tur.,;...., ;;,?r;`.•!�• �, I I I 3" STEEL COLUMN R- • r• L REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I DRAIN TILE ' ► ► SUPPORTING MAXIMUM SPACING FLASHING LAPS l� i I ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL B RACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 0 (� (SLAB-ON-GRADE) ROOF JACKS & VENTS DETAIL colT4 0 LAB I I/ V SUB FLOOR � 6X6 10/10 WWM I I ° DOOR FRAME _ �I N / GARAGE JOIST fiklifial COMPACT FILL DOOR �I I 0 I I USE 2X8 STEEL BEAM ,,-0 FOR BLOC KOUT .44 ';•� 4" SLAB P.T. PLATE y W/ 6X6 WMM \ I I SLOPE ` ' V ' 1/2" AIR SPACE ‘`, 1 "� �I "° o ° aU 4"DRIVEWAY —© NOTCH JOIST AND ADJUST HEIGHT ,A11111111 • (WITH A NAILING PLATE IF NEEDED) 0 x EX fle• ��• d' p A e' ° • • • , TO BE APROX. 1/2" OR HIGHER THAN '��' AT END AND .oma 7 1 2 o e ea A s• : SES OF WOOD i�=•���' p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE s a ^ « i A e A u BEAMS _ _�•_�I• I o o a o •e i�;•,0.���t���i (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q' _ _ D TIE I I-1 11=1 I I I e a e ° • ° . ��. • I• .0; G•ADEp ���r • .t. } ? 6X6 W.W.M. — — — �+ — - -• a ►�� —��I •.�•,, �.• _ a D p 11E11-111=11 I I E 12 3�1 �o's•/4!C, n A,�: :,, ' n 4 ,A 4 1'A 4 /1`r . o I �`NOTC H BEAM FOR MUD SILL IF REQUIRED -- MAXIMUM 11 ' A C D 4 ° n^ 1� I!TAT y SUB FLOOR MIN __ .'1" a►' 4 r ''• REINFORCING BAR - o NOTCH EQUALS 1/4 DEPTH OF BEAM e a•u e I I I I , Y • �` ,il REINFORCING BAR 0 e 'll 4°, p h JOIST a� T , - DRAIN TILE ® Ih •p d e SHEET METAL / 30# FELT UNDER BEAM AT POINT IL— 1 .A e • e II- STEEL BEAM r': • s; .' 12" 1 11 • U-1)1.--1 i 1-1 IT�IT�CITI' I Im •'� ,; " k.K}k i. OF CONTACT WITH COMIC RETE OR CONC. BLOCK > o° 3" PLATE BOLTED TO B fit)' '�s 4; -T ° °„ SHIMS TO LEVEL BEAM ( * ;.+t ' .`.. ".,R•. TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� a+ - REINFORCE FOOTING WITH (2) #4 REINFORC ING B ARS. �' f,r• '� DRAWN: M1//MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT i ro *z R< ,,�>^"Y� I 'y• '•;': •? * 4 SCALE: 1/4"=1'-0„ BEAM POCKET .,„..,• :.1(4.54:',4 JOB#: G x.-s= "��w July 23,2014 s t�rIt SHEET NUMBER: "n",;04-T k."':,, ,,,,,•.:y PAINTER TO pRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS -6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK" ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: JOIST DETAILS 2x_S t 1 a Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists `� Plate nail-16d(3-1/2") wall at 16 * on-center box at 12"on-center box at 16"on-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE Irlrn' loor panel nail-8d(2-1-2") Load bearing or shear wall Nifilr(- 2-1/2")common at 6" No Ae/d cut hoer 1-1/2"hole may be 6" * above(must stack over wall SHi common at on-center on-center /n hatched See Table A See Table B cut anywhere in I' below) Web stiffeners zones see Table see Table J web out- required each side Blockingpanels Load from A a side hatched zone DO NOT • 1"or 1 1/4" ' 1 1/4"Trus �' Blocking at 63W e above \ cut or notch flange. ' Blocking / Trus Joist �/ Joist rim •anal may be required with AIPL ► 0 QI' panel /II \ rim board* board �� 2x4 minimum shear walls above or _ ��6, O 6^;� //�'�� squashbelow-see detail Bt 1-1/ " L 1 1 z x D 1 DI L2 z x L z_ Dz �� ��L �� blocks ` . 6 minimum minimum 6 6 \� `� oe nail-10d(3") \I „ `1 oe nail-lOd(3") ...."/***** �\ / .����� (applies to all �— ��«. ` I�I box at 6" 1► 12 box at 6" / )I' `' ` holes except vl �`► on-center* min. on-center • (��� ` knockouts) notcvtholer/atgert/ran ........„../.../Not, � / S ! \.. { } 1-//2"in cantilever DO NOT • Remove tongue and groove 61 e i 1/16 ( '�g O ./ ���Ir� l� ® /i�\� Table A- End Supportcut holeslncantilever �� from floor panel edges Boun.arynailingel, I ,;: Minim m i/ I u distance from edge of hole to inside face of nearest end support reinforcement. I0 supported by 1"a-Rim®to gd(2-1/2") Web stiffeners \� I� :1 2x4 minimum I� g PP / 101 ensure quality nailing. common at 4" stall proper blocking required each 10 �II squash DEPTH TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE • TJI rim p to support allpanel q 2" 3" 4" 6-1/2" 8-1/2 11" 13" 2" 3" 4" 6-1/2" 8-1/2 11" 13" Dist Conventional construction code minimum for on-center* edges side at B1W and blocks se with A3 only.See Trus Joist Framer's g B2 Vl/ Use 2x4 minimum squash 110 1'-0" 1'6" 2-0" 5'0" _ r-o" r-6' 2'-6" 4'6" O O �ocket Guide for,43.1 A3.3 installation Cadditional *See Trus Joist Framer's Pocket Guide for 62 B2 ee C$ blocks to transfer load 9-1/2" 210 1'-0" 1'-6" 2'-0" 5'-0" 1'-0^ z'o^ 2'-6" s'o" CI A2 Must have 1-3/4 minimum A3 3.2 230 r-0" r-0" 26" 5'-6" 1-0" r-0" 3'-0" s'-0" joist bearing at ends speci1%Cat%Ons. %nstallatlon specifications. around Iii joist 360 1'-6" 2'-0" 3'-0" 6'-0" 1-6^ 2,6^ 3'6^ 5,6" 110 1'-0" 1'-0" 1'-0" 2'-6" 5'0" 1'-0" 1'-0" 1'•6" 4'-6" 6'-0" 6-0" 11-7/8 2 0 1'0" 1'0" 1'-0" 3'-0" 6'0" 1'-0" 1-0" 2'0" 5'6" 7'-0" length of " TJI joist 8"diameter maximum hole Nail Trus Joist rim _ - board to blocking Attach reinforcement 360 r-0" 1'-0" 1-6" 4'-6" r-0" _ 1'-0" 1-0" 2'-6" 6-6" 7'-6" 4'0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 10" 10" 1,6" 5'-0" s'-0" 1-0" 2,0" 3'-6" 70^ 6-0" 3/4" filler block.Use blockingpanels;6" with connections to joist with one 8d no r0" r-o' r-0" z-6" s-0" r-o" r-o' r-0^ 3'-6' 6-0^ e'-o" for l l-7/8"-16"deep Web stiffeners 8"diameter maximum hole 4'-0"length with diameter maximum for equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 r-o^ r-0" r-o" 3'-0" 6.0" 1'-0" 1-0" 1.0" 4'-0" 6'-6" 8'-6" reinforcement blocking panels;6" deckingschedule and 14" 230 r-0^ r0' r-6^ 3'-6^ b'-6^ 1'-0" r-0" r-0" a'-0" 7'-0" 9'-0" required each for 11-7/8"-20"deep on one side at 9 1/2"and 11-7/8" blockingpanels 9-1/2"deep each corner side at ElW diameter maximum for Trus Joist 36o r•o' r-o" r-b' s-6^ sw" r-o^ r-o• r-o^ s'-6" e'-o" 9'-6"_ 0 blocking panels;6" E2,both sides9-1/2" TJIjoists. or shorter than 12"long. Attach reinforcement TJI joist web with 2 rows lOd blocking panels deep g' rim board Blockingpanel between s6o r-0^ r-0' r-6^ 6w" 9'-0^ r-o" r-0" 16" s-6" 9'0" 10,0" diameter maximum for at E312" %o not cut flanges. to joist with one 8d Blocking (3")common nails at 6" or shorter than long. g -ach joist.Nail to top anal 210 r-0^ r-0" r-o^ r-6" 3'-6^ 6-0 1'-0" r-o• 1-0" 2-6" 6-6" 8'-0" 10'-6' - lam( •locking panels 9-1/2"deep \ (2-1/2")common nail at � P / n-center,clinched.Use 230 r-o^ r-0' i1111111"": r-o^ z'-o" a'-0^ 6'-6^ r-o^ r-o" r-o" 3'-0" r-0" 9'-0' n'-o^ " g r. not cut flanges. \ late with connections ` ( ") 16^ H or shorter than 12 long. each cornerP ibd(3-1/2")nails with 36o r-0" r-0" r-0^ 3'-0' s-0^ 9'-0^ -o° r-o^ r•o^ a'-o^ 9'-0" 10'-0" ; '6'Trus Joist11)•'''''...111 - a uivalent to deckin��\LDo not cut flanges. �,\ \ \ Sq g �' 3- TJI joist s6o r-o^ r-0" r-o^ 3'-0 6'6" 1a-0^ r-o" r-o r-o^ s'-o" 10'-0" rr-o^ .1r-0^ Trus Joist 12"length of schedule. 444, ge widths. a• 6^ s" 10^ 12" 15' n^ a" 6' s" 10" 12" ls^ 17" rim board +`� ( ` `' rim board ` .\ •ttach •/�`1\ 3/4" g / • i • .../.."000I 1 12"length of 360 1'0" 1'0" 1'-0" 2'0" 5'0" 10'0" 1'0" 1'-0" 5,0" 10'0" 11'-0" 13'6" �'\ � / �•� I II �' reinforcement t0 ! c reinforcement [; " 560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" il'-0" 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-6" i �I 3/4 W /` , ttach reinforcement \ joist web with 3 11 on one side at • �I reinforcement �I ,� 20" 360 r-0^ r-0" r-0^ r-o" 2-0' r-0" lab^ r-o^ r-o^ 2'-6" a'-o" n'-6^ 1a'-0^ Is'-6^ W Trus Joist rim / to with 8d 2-1 2" / rows lCd 3" % E5 both sides �� 560 r0" 10" 10" r-0" r-o" 7,0" n'0" r-0" r-0" 7-0" 9'6" 12-6' 17-6" 1s'-6" H (: • / joist ( / ) / ( ) ��' '",.] on one side at I� � �' board i! common nails at 6"on- �I i� common nails at 6" / I� at E6 / U Wood .� ,0' F--i Z E7,both sides �� able B - Intermediate or Cantilever Support / ,L 0' o center.When / * on-center,clinched. backer / airs .t C) • t<` O at E8 e5 a, �e s Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Face grain a��� reinforcing both Z ` TUUse 2 rows with 9-1/2" Less than 0:°(`e� Oe.\°aa sides,stagger nails. e and 11-7/8" x Less than \AI `\e� ca i� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE u horizontal S DEPTH TA C C E2 E3 E4 TJl joists. E5 e E7 E8 5" Fl ca\en��r N��Fo°c\q� 2" 3" 4" 6-1/2" 8-1/2 1r 13• z^ 3^ a" 6-1/z^ s-1/z 11" 13• • Not for use with 3 1/2"TJI 110 1'-6" 2'-6" 3'-0" 7'-6" 1'-6" 2'-6" 3'-6" 6'6" H joist flange widths 9-1/2" 210 -2'-0" 26" 3'-6" 7'-6" 230 2'-6" 3'-0" 4'-0" 8'-0" 2'6" 3'-0" 4'-6" 7'-6" Z C4y 360 3'-0" 4'-0" 5'-6" 9'-0" f0 O-' Filler block Attach 110 1-0" 1-0" 1-6" 7-0" 8'-0" 1'-0" 1-6" 2'-6"_ 6-6" 9'-0" with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 r-o r-0' z'-0" a'6^ 9'-0^ r-o" z'-0" 3'-0" r6^ 10'-0" Mr[�1' U nails,clinched.Use ten Gap. 11-7/8" 230 1'-0" 2'-0" 2'-6" 5'-0" 9,6" 1'-0" 2'-6• 3'-6" 8'-0" 10,0" l ' 16d 3-1/2" box nails from EXTERIOR DECK ATTACHMENT 360 2-0^ 3'-0" a'-o^ 7'-0" n'-o^ z'-o^ 3'-6^ s-o^ 9'6^ n'-o^ l ( ) Option#1: I-1/8"minimum each side with 3-1/2" 560 1'-6" 3'-0" 4'-6" 8'-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12-0" Structural exterior Apply subfloor adhesive to all TJI Joist blocking with end A 2-3/4"maximum 110 r-0' r-0' r-0" z'-0" 4'-6^ 8'-0' 1-0' 1'-0" 1'-0" 5'-0" 9'-0" 12'-0" Web stiffeners TJI joist flange widths. sheathing contact surfaces • •ckc installed at 1/3 joist 11#2'�■I■ 210 r-o' r-0" 1-0^ 2'-6" s'-o" 9'-0" r-0" 1-0" 2'-0" 6'0" 10,0" 126" required if sides of Use fifteen nails with s.an locations using II' Three 8d(2-1/2")box nails, 14" 230 1'-0" 1'-0" 1'-0" 3'-0 5'-6' 10'-0" 1'-0" 1'-0" 2'-6"- 6'-0" 10'-6" 13'-0" q Backer block hanger do not laterals TJI joist depths Flashing o 8d 2 1 clinched 360 1-0" r0" 2-0" 56" 8'-6" 126" r-0" r-0" a'-o^ 9'-0" 1z'-o" law^ g Y Install tight to top Bearing plate: ( /2") • support at least 3/8" greater than 16". ar / box nails or „ 560 1-0" 1-0" 1'-6" 5'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 10'-0' 13'6" 15'-0" pP flange(tight to Flush plate with inside SQ �� Three 16d 3-1/2 box nails of TJI joist topTreated 2x_ 1...ii...../........./ OvS� a-�. �� 2-1/2"Screws, ( ) 210 1'-0" 1'-0" 1'-0" 1'-0" 3'0" 5'•6" 9'-6" 1'-0" 1'-0" 1'-0" 4'-6" 9'-6" 12'-6" 15'-6" i. bottom flange with face of wall or beam ledger \ 31 E�� 'I' at 3 1/2"TJljoist flange widths 16, 23o r0" r-0^ r-0^ r6" aw^ a-6^ 10'6^ r-o" r-0" r-o" s'-0" lab" 13'0" 16'-0" flange face mount \, ♦I $ ,: \� typical 11#2�■'! 360 1-0" r0" r0" 3'-0" 6'-6" 10-0" 13'-6" 1'-0" 1'-0" 2-0" 7'-6" 13'0" 1a'-6" 17'-0" ••� angers),Attach ' ~ ' I o`1 Ir Y Web stiffener each 560 1'-0" r0" 1'-0" 2'-6" r-o' 11'0" 15'-0" 1'0" r0" 3'-6" 9'-0" 14'-6" 16-0" 16'-0" with ten lCd(3") See fastener Trus Joist Option#2: side.See sizes '/ �I, /f / �I\, table below.Maintain I,, rim board • W 4" 6" E" 10" 12" 15" 17" 4" 6• 8" 10" 12" 15" 17" / /,' box nails,clinched ', 2x_strapping installed below. flTop ange / i` i���l ` / I I 2"distance(minimum)from 18" 360 r-o" r-0^ 3'-0^ s-o" 9'-0^ Ls'-0" _ r-o^ a'-o^ 9'-0^ 1a'-6" I6-6^ 19'-6^ h�/ when possible. / \, I� c,. at 1/3 joist span Tight fit 560 r-0" r-0" r-0" a-0^ 10'-0^ 16-6" r-0^ 6-0" n'6^ 16'-6^ le'-o" zo'-o^ g J / IP �;. �, edge of ledger to fastener. • \ locations using two 20' 360 1'-0" 1-0" 1'-0" 3'0" 6'-0" 11-0" 15'-6" 1'-0" 1'-6" T-0" 12'-6" 16'-6" 19'0" 21'-0" hanger . 2-1/2"screwsper joist W Web Stiffener Size W Web Stiffener Size560 r-o" r0" r0" r6" s'-6" 12'-0" 16'-0" 1-0" 3'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" Face mount \, both sides block / Allowable Load/Factored Resistance(lbs) �i J both sides Fastener I/ ption#3: " " " n " n Rectangular holes based on measurement of longest side. hanger 1-3/4"rim board 1"a-Rim TM 1-1/2 1/2 x 2-5/16 min 2-5/16 7/8 x 2-5/16 min • directly applied ceiling Holes may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag bolt 400/630 N.A./N-A- 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. When specified on the layout, one or more of " P Y placement. I—I C:1 joistH3 .Allowable load determined in acco dance with AC 124. P6 g p 2-1/16" 3/4"x 2 5/16"min 3 1/2" 2X4 • For sim le z af l D e three braein o tions shown ILmustl/be p p n(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one Hl .Corrosion-resistant fasteners required for wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. application:. /nsta/led Cf) 0 - Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or F� hole configurations contact your Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers O w w BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 40114—�2x diameter of the largest hole(minimum) (•'-f BEARING AT WALL WINDOW HEADER CONNECTION WALL L I t�^ �C1J,/, Si'C Fluor Joist Framing O O —Allowed holeill o zone o o •r"1 U 111111 Trus Joist rim board Cut on/y round holes and only Strap per code if o 1/3 depth o o H or blocking for top plate is not Blocking _ in the center of beam. H lateral support continuous over panel Safety bracing(1x4 1/3 span Allowed hole zone 1/3 span U I' mtnimum)at 6'on-center and ROUND HOLE CHART header ' '� El extended to a braced end a �'— 's I BEAM DEPTH MAXIMUM ROUND /Ia�� � O / 'R ` wall. HOLE SIZE ^ l� �� ,,/ Silent Floor joist framing —^r to S , + does not require bridgingFasten at each joist with 4-3/s" 1" 0 8d(2-1/2")nails minimum ..--N—For uniformly loaded beams only. ,-- \ , 010 11111111 II \f q ` A ( ) Ratters 5-1/2" 1-3/4"see WARNING.'. �I iiP \ or mid-span blocking / '' esIn holes are not allowed. 7-1/4"to 20" 2^ q �I 1Top flange .I ` ` - No holes in cantilevers. see Illustration for Allowed Hole Zone til Ilk0 q �I hanger \I� . - No holes in headers or beams in plank orientation. mount hanger DO NOT bevel cut Joist Al ` iiiii611111'Parallam®PSL or beyond inside face of RimboardjointaTimberStrand® rren T Dist •rotect untreated wood From direct contact wallE2 ` �`.' /`� betweenjoistsTJI JOIST ATTACHMENT at BEARING L2Seecu t rusJ O �,�Ll LSL Column , TJI Joist to Bearin Plate S uash Blocks to TJI Joist Load OOliteratureforframing �� g qconnectors 1110,, i' Trus Joist rim board bearing wall above) •�,� ` One lOd(3)box r-.t ♦ / CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange 1--1 ami AT COLUMN TOP-LOADED\I BEAMS(1) 11064114441%k, ��� 'Alt �� coal/- O e box nail e/2")ch // co m O CrN BEARINGside.Drive nails1-3/4"Width Pieces: TJI rim joist ♦ �C� X Uat an angle at IM i O Mr l ' 4+ 1 ® Trus Joistleast 1-1/2"from 0� OMinimum of 3 rows 10d(3"x 0,128")nails at 12"O^C, 'IIrim board end. 1-3/4"minimum bearing / s--I V/ at end support;3-1/2" ,, I� r-iX O Verify Parallam PSL or Minimum of 4 rows 10d(3 x 0.128)nails at ELEVATED COLUMN �� minimum at intermediate �� �+, • rrS wLr, (� u, TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE / , '' ` support / / � o Ll Shear transfer:Connections equivalent to I tlY 4J +O column If using 12d(3-1/4")or larger nails,the O capacity and beam number of nailing rows may be reduced �. Optional y / CO ' ♦ ` ® g `-i u CAP "' Aoorpane/nall/ngschedule � � � bearing length. by one. �, non-shrink ; �/, ` Rim to TJI Joist m 041 See current I grout ,� � L\ f I! Ln ♦ 1 • Trus Joist 3-1/2"Width Pieces. I( ; L5 , ♦ `� � 111111111'� `� Trus Joist rim board or M . literature. Minimum of 2 rows 1/2 bolts �► 0 \ `� y !D t-3/4"wide TJt rim 3 1/2„wide TJI rim • 'Il U tC I• I `P\ II' • O nail into each flange ., joistOne lOd(3")box �O CJ7 11 w� at 24"o.c,staggered ,l � `♦ ii I y • • ♦ TJI floor ' -fl li Ali I_\ ��f joistToe nail with 10• cV O Iii (I)Load must be applied evenly across entire O 2-1/16"-2-5/16"wide (3")box nails,one each joist beam width.Otherwise,use connections for side-loaded beams. P �‘ TJI rim joistOne 16d side of T11 joist flange Butting Use Bl or B2 at • I� (3-1/2")box nail Into each Additional nailing or bolting may be required with B4 Joists 4144.. flange 4 Pl C:1 P3 with blocking • termediate bearings , 3-1/2"wide 4111111101... O L( side-loaded multiple member beams.Refer to current panels , P ` i load bearing or shear • TJI rim joist Top View product literature. Endt centerline ` at centerline wall from above � o • of support _— FASTENING of FLOOR PANELS z Braced end wall BEAM ATTACHMENT at BEARING Emil EW-+ Closest On-Center Spacing per Row ' \ • seeWARNING under Trus Joist rim board C)I Nall Size TJI Ttvs Joist rim board TimberStrand LSL One 10d(3")box 0 V 1-1/2"or wider Microllam LVL Parallam PSL 1 110 and 210 l 230,360 and 560 1" 1-1/2" O 00.7. III I 8d (2-1/2")box 2-1/2" 2" 6" 4" 0 ` ` /' nail each side of 0 member at bearing, -pi4 En 8d(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" OFP O • 1 `_ 1 1/2"minimum from end I 4: lOd(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS L4 I p II, Drive nails at an See framing plan(if applicable)or Framer's Pocket 4-1/2" 3" 6" 4" 4" 4" 4" angle to minimize Guide for minimum end and Intermediate bearing 10d(3"),12d(3-1/4")commor Sabfloor adhesive will improve floor performance,but O splitting ofplate N maynot be required. 0400,0010111111° ` xterior Deck ;' 8 lengths 16d(3-1/2")common N.A. 4" 16" 6"n1 6"q' 8" 6" q (IJ Can be reduced to a"on-center with maximum net/penerrarlon of!-3/a^into the narrow edge. When joists are doubled at non-load bearing parallel O Partitions,space joists apart the width of the wall \ 40.;ttachment Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. O Structural sheathing Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). O 0o. \,\I sheathing recpmmend edge.N. DO NOT use sawn lumber 0 Nailing rows must be offset at least 1/2"and staggered. - �` for r/m board or blocking. 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O Sawn ternnsrmayshdnk -,,\� WARN I N G of 1" into the TJI joist or rim board is achieved. Protect O y+ alter installation. 1-1114. u ra as7 untreated wood ° j See ALLOWABLE Joists are unstable until braced laterally 0 x HOLES 7 � 7 from direct ® �' Bracing Includes:Farthest On Center Spacing per Row 17 contact with ° \I �' g ��/ Maximum spacing of nails is: \-/ concrete •J \�,-''"-' •Blocking •Sheathing —a For joist widths 1-3/4"or less: 18"on center .Hangers -Rim Board �L—^ For joist widths greater than 1-3/4": 24"on-center DO NOT allow workers to walk on .strut ones .Rim Joist DO NOT stack building materials Y y I N V �. joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES Shifted joist Additional ' �,�` until braced- over beams or walls. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" joist " �" t�/!�� (%(-r�� /NJURYMAYRESULT. gPlumbing drop Bearing plate to r" WARNING NOTES. 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be flush with inside , r A Weyer aeuser Business �� Depth 14" 11-7/8" face of wall or \; 11-7/8" 11-7/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked beam Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the Filler Block* [xo+ 2x8+ �rr�+ 1x23+ 2x12+1/2" Two Two Two vertical loads(details Bl and B2).Packing out the following guidelines are observed,accidents will be avoided, 3/8" 3/8" 1/2" 1/2" web of a TJI joist(with web stiffeners)is not a (Dvtall H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 substitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim joists at the end supports of the Til joists must be completely installed and properly nailed. Cantilever Filler 2x6 2x10 2x6 t 3/8" 2x10 t 3/8" 2x6+1/2" 2x10+1/2" 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be $.:;,1414 ",::,•'''-,•,"1.24,A la (Detail E4) 4'-0" 6'-0" sheathing sheathingsheathingsheathing Not accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of Joists at the end of the bay. 4,I.4•1,%•.'.,'4,'"-1'•• 9+te?x,• Not applicable ;I• y,,' .,.•sem C applicable 7 ,, long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each Joist.Without this 'r"-� vs� �#'."^ • DRAWN: MH/MS bracing,buckling sideways or rollover Is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. ft',417;,,,,,,- 4.'M�" >7eEa'• �"'�•`' Backer Block* 4.Sheathing must be totally attached to each TJI Joist before additional loads can be placed on the system. `v�r.y/ � t ` SCALE: 1/4"=1'-0" 5/8"or 3/4"or (Detail Fl 3/4• 7/8" 1"Net 2x6 2x8 2x12 e t`y�r% of\ i. or H2) 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. `•r. "If necessary,increase filler and backer block height for face mount hangers Maintain t/P"gap at top ofjolrh,see detail W.Filler and backer block lengths should *� �S ^• ;'` itl� ..� JOB#: 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. W 13!'.0 s, { :'ti July23,2014 accomodate required nailing without splitting(12'minimum for beater blocky and 24"minimum for li/ler b/odcrJ. 1 t :'; +• }i°•r�.,, .I This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. ,; Y SHEET NUMBER: " yx A 1 �1♦' :.f': t'''g .r CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 1."a.s,t' ,1- A.7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN . ,17 ..r MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. l;x:.1•'a II REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAiL DRAWiNGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA /lbs GROUND WIND SEISMIC FROST 4"MAX. _0� �_//� WINTER ICESHIELD OAD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZFLOARDS -ft KING STUDS lIjil (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B MODERATE SLIGHT TO SEVERE 3 FT. TO HEAVY MODERATE 11 NONE ph. 4" DIA.MAXIMUM ' RAFTER •� h CRIPPLE STUD .,' 1 i10111 ` DECK AND COVERED PORCH NOTES: LEDGER RIDGE �� HEADER B 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. I f I 1% All fasteners, hangers and anchors to be galvinized or stainless steel. I ` 2). Girders for deck joists to be bolted or anchored to each ost or ier withp p washers and nuts. ' Z 0 .f�t �, Girders on concrete piers shall be anchored with proper steel connectors anchored IIRAFTER JqC I II I ' into concrete with a minimum 1/2"dia x 7" anchor bolt with washers and nuts' K STUDS 0 ' long 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete ' ' rn ' footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall 111 ' be 3 ft. below grade. �' RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing Z LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a SLOPE HANGER gand over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20a. STRAP APPLY TO EACH JACK STUD O STAIR RAILING g and nuts at 16"o.c. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD I I 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade. MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored i•-•(i)) to girder(s). i� W H HANDRAILS ,....)--1-------f RAFTER 111 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.' 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal Z RAFTER :♦ ' , for any contact with ACQ. p03IC-:f POST TOP PLATE , ' / ' HANDRAIL NOTES: Z Z P4�\ TOP PLATE3 / ' All required handrails shall be of one of the following typesZ BALUSTERS � � ' ;\ ` or provided equivalent graspability. IIWALL STUD �� RIM/DECK JOIST %' ' 1).Type I. Handrailswithcircularcrosssection shallhaveanJIOPEN BALUSTER ATTACHED TO WALL WALL STUD outsidediameterofatleast1 1/4inchesandnotgreater ^than 2 inches. If the handrail is not circular it shall have a I--•1 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION perimeter dimension of at least 4 inches and not greater I--I RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type II. Handrails with a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION ) perimeter greater than 6-1/4 CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER inches shall provide graspable finger recess area on both PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21 1/8"x 20 a.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD sides of the profile.The finger recess shall begin with a g EACH RAFTER - distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 - inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 4"MAX. NIINN‘ inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the 4"DIA. MAXIMUM \tihandrail above the recess shall be 1 1/4 inches to a Q GIRDER/HEADER 4071/1P. maximum of 2 3/4 inches. Edges shall have a minimum 0 vl j II' radius of 0.01 inches.' GIRDER/HEADER 0 ..Z 1.0P°1 ° ' NAILING SCHEDULEJOIST ° ' �� POST/COLUMN V a O ° ° ' ROOF SHEATHING: U � ' POST/COLUMN •cn �144%44$ JOINT DESCRIPTION NAIL NAIL NOTES O nonoaooaada �, SPACING GIRDER/HEADER r STRUCTURAL PANEL 8d AS PER WFCM TABLE SBC 3.8 U a IIIPOST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES LOCATION USP NUMBER DESCRIPTION APPLICATION �� QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4 8d COMMON RAFTER TOE NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL o CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE m N E OVER PARTITION WFCM-SBC LAP NAIL co 441 '" ... %% . i0, STU COLLAR TIE AS PER TABLE 3.4 EACH FACE '" a), "" ~ BEARING PLATE TO RAFTER WFCM-SBC END NAIL to v o \ t•/ GIRDER �q ;� BLOCKING 2 8d COMMON EACH TOE Q `-' x o - --'---' TO RAFTER END NAIL �,;/6 RIM BOARD EACH END y a ' TO RAFTER 2-16d COMMON END NAIL - -. II WOOD JOIST JI 4,ti �I 1111 ® %II) `. v• WALL FRAMING: `� + n co '� LEDGER * 1® (I I� Of •„ Ln U r ' ' CONCRETE PIER NOTES �) ' GIRDER/HEADER (�ii'1 �' JOINT DESCRIPTION QN SPAINGWOOD JOIST - :1 ' �1'� - `, WOOD JOIST �- II �"\_ -`3 •.y TOP PLATE TO 2-16d COMMON PER FACE NAIL N E W ' P. �\ TOP PLATE FOOT -� ' •'� TOP PLATES AT 4-16d COMMON JOINTS FACE rigl��°�1 ` INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER ���� DOUBLE 2x STUD TO 24" FACE CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD 2 -16d COMMON O.C. NAIL THE PROPER STEEL CONNECTOR. I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION cA LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I OR BEAM HEADER TO 16"O.C. FACE W-1 I 16d COMMON IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL Q, TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END ci.) '�•' REQUIRED > II V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER PLATE TO STUD 3 16d COMMON PER 2x6 STUD NAIL O BOTTOM PLATE TO: 41 cn FLASHING TUCKED UNDER FLOOR JOIST, BAND JOIST, 2 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT TOP PIECE OF SIDING AND N LAPPED OVER FIRST CONTIN. DECK FRAMING: Fl.114EN PIECE OF SIDING BELOW . THREADED ROD 1/2"DIA. LAG BOLTS W/WASHERS 11111:0 CNW COUPLER NUT JOINTDESCRIPTIONN lA-tl'L. SPACIN NOTESCONNECTED TO BLDG. @16"OC /tc441 ' �'4, ��— POST ' JOIST TO: 4 8d COMMON PER G TOE WOOD JOIST MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL V 00.---.0171-1111(1 END DISTANCE 2-8d COMMOI\ II / , ' ,' � BRIDGING EACH TOE x i' '�� BLOCKING , :7 O ) ( MINIM M v • + TO JOIST 2 8d COMMON END NAIL BLOCKING EACH TOE Q FLOOR FRAMING ' • o • o END ' ANCE , �04/ ' 2x JOISTS I, s TO JOIST END NAIL '• ��� II '�� ' • ' .; ;, `: '• 12"x12"x12" BLOCKING TO: EACH TOE � � II IIJ,,� ' •. :d� ',�'. ' ~� CONCRETE FOOTING , .. A SILL OR TOP PLATE 3 16d COMMON BLOCK NAIL BLOCKING FOR `r'� WOOD GIRDER T EACH FACE � . •► JOIST HANGER Ij1lri y `A v A `A LE TO BEAMDGER P JOIST NAIL r- ' • '` '; h.: '4'. ,` LAG BOLTS ' 3 -16d COMMON ,T - o HOLLOW COLUMN UPLIFT JOIST ON LEDGER PER T�,�rF; ,;;;� a; 3 -8d COMMON ,°, - RIM JOIST/BD. ' TO BEAM JOISTii ,,,� - s;• ' O SIMPSON STRONG TIE MODEL STRR1/2 BAND JOIST PER *�`-A` "` y ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION 3 -16d COMMON E `"' `` • f1I f . A TO JOIST JOIST ,.;,t,.., � PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION ,�. `> M..' �•. DRAWN: MH/MS BAND JOIST TO: PER +� i,,.1','3Y 1 * SCALE: 1/4"=1'0" USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 2-16d COMMON a il DECK/PORCH LEDGER CONNECTION SILL OR TOP PLATE FOOT a , AIL s, .4; e JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING A• = July 23,2014 ' nsr SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTA.OR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING - CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 (� precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION H anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all w p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE H Z 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE - O or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inchwood structuralpanel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r:p PP STUD O.C. NAIL Sym.: y U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION "� 7). The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. atpanel HEADER TO 16" O.C. FACE SEE FLOOR PLANS 16d COMMON (SMOKE & CO2 DETECTORS) ® such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c, in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 0 U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ►-I 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: H FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA `-' length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4- 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @'6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. C/) anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD P4 6" maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. 8d COMMON 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE °� @ C.' r=4 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL NOTES L6 7 8x16 cast iron foundation vent for every150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL - Q x N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framingmaterial to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q pp BAND JOIST PER END p H the belowgradeportion of exterior wallsprior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, pa U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. o 2 - 16d COMMON 4-4 � Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Qn, SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the buildingand ledger. NAIL NAIL otherwise. ) JOINT DESCRIPTION civ E Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) n �; an, E 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ON 0 - where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ° m Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 Pa a, v ° :E 6). Concrete piers shall be a minimum 6" above grade. cl, openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: tt x u O � openings. wall window sills shall also have (2) window sillplates for 2x4 wall NOTES -d w Bearing 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored cz1o �, .n °co . t openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL o THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. o and blocking where applicable. QTY. SPACING Iw • 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall �'E '� 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC In U E a, anchors where applicable to all connecting joists. PLUMBING NOTES be used. m 7/16" OSB 3" O.C. EDGE 6d COMMON co" °' E v 6). Double up floor jolsts under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. i~ WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g� g P other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Emil I' provide adequate bracingandplates toprotect and secure the structure. Verifywith the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side q QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. U where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR• . 0 HVAC SYSTEM NOTES8d COMMON 12" 1" OR LESS O.C. FIELD � 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joistsT.,4 under all bearingwalls. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED • 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) ,t requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. iffilli N needed. 2). HVAC subcontractor is to fullycoordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 0=111 E. 4 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 0 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. rY+ ELECTRICAL NOTES• shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. N-i adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces MI over subfloor as per manufacture's instructions. ,as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. '��' - to have regular 1/2" sheetrock. All walls to be taped and finished. �p 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. v3y.,,(;, ,V„ $$��. �! �I 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. ` ``��' �'' - approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM �� ES l` l.,°; torch down type material over. 4v' "�,- � �`'G�.'�` DRAWN: MH/MS V� 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to �rl -� SCALE:O1/4°=1�-0° { ��;;�<<, JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. "' July 23,2014 =" a"^ Y SHEET NUMBER: ' ` :71'4 1122 .74.01 ,„ A.9 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. II REVISIONS: (---- , , 1 1 I 1m m 05 01 OM IK____E-7 0 : 0 I 1 NEW PATIO z ® O I EXISTING PATIO ON GRADE a EX. SCREENED PORCH w 0 Z } ® ['--1 w a //////,r a 11.11 11 0 It////////////// I - - - - - cil <4 I-� ,• D• v d [7 . v p. O d [7 d .. v p• D d [7•p^d . v o• I .4- � � 4 D � - - � . o 0 X' 1 - - d//`�/ '—II- II I I ,z,. ...4...2...........1= 0 Q 7 0 , .q _ - EX. BATH / ° ' � w 0 / \ I EX. KITCHEN O 0 ° \ LIVING ROOM - 00 ,•-•„ aoe . �Q /' - - - - - - 0 — - - - - - - p- - I- - - - - - - \ I �' D • , I \ Il 11 1. I I 1 �� I o .Da .a 1 11 i 1 II •0 1 \11 •� 1 II / 11 4 1 / \ ♦y / II /�- R R 4 • it . EXISTING GARAGE i EX. BEDROOM o a 3 I ;;I a ' / ` ► IIP _ - - ..--- - - NEW BASEMENT j / � 0 I 11 , a / -L :� I • W '7� . ; -, , . ',� F-r CD 04W / C" / -- 4 p 11 / 1 it o / a' / p ,:*. . . LlL. . � . � •I =mom= ice . � . n . �� ' \V 1� ;cul ; - -_ - Tv`` z Q n �./ rim IV� f\�/� • O 'AL-K R v X 11 P O I CLOSET -- - � ' :3 ' 11 • 7 ,�, p 'IL IL EX. SEWING ROOM 4 / ;; c 4 EXISTING SEWING ROOM / \ //////(1/0//// / /////, 1J PM 11 r c \ / 1 / DINING ROOM '\ 4\9-1 / / a 1 1 �'"'- ' 1': 1 1 1 0 ENTRY i------) .r 7• 1 1.—= ,� v / I I 1 1 / 1 I 1 1 . ' I m 0 . / 1,..,__LIIL,1' \ \ 4 ) I ..... Ch LN• .••; % ' ',/1'_ SIH--. – � — 1 • = Pq m i?' _-I- = 1 I I 1 - \ s \ Or I► v C . p Q�C. p "• n. v C . p 0`�4. p •. n. v C . p •"4. p ". v a . p •"4 v .. .;. v • p "4 p Fr LN 2 51 /iiiiii�I �— i ilii i . !�� iiiiiiiiiiiiii�=: I.I i�iiiiii � � � � \ • PORCH I▪ I 1 I 1 1 I 0 I 1 1 CA E i ._. I.. .. ._. I 1 .i ,1 — O W ✓ t~ EX. PLAY ROOM FOUNDATION PLAN EXISTING PLAY ROOM Emil SCALE: 1/4" = V I oF 1ST. FLOOR PLAN _ I4cn.,,,,4 . SCALE: 1/4" = V N Olmili a 0 LC-1'j \ -ak* L_ 14 t ,,,°...,;ti SiCs .e..', '',4kt.,, . IN—I I'4i'7 , -?:,4:,,..,3,;,:; . �JL' " DRAWN: MH/MS 1 :.1. NC lzf �` , iel SCALE: 1/4"=1'-0" -v.:14, . „hit JOB#: a .¢; 4. :; July 23,2014 `V ,, ' '�aYY SHEET NUMBER: s,,,,..� #;"fit;-fi. ''''t`e'7i;•:4;.,.:.,1wP-'' ,,..._,.., PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS - 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. II REVISIONS: ELECTRICAL NOTES - LIGHT General Requirements FIXTURE 2 1/2" 1.Install 1 wall-switch-controlled lighting outlet is required in every MIN. MIRROR habitable room,hallway,stairway,attached garage,and outdoor entrance. Exception:In habitable rooms other than kitchens and bathrooms one or more GFCI • receptacles controlled by a wall switch are permitted in lieu of lighting outlets. SWITCH \ GFCI RECEPTACLE \+ RECEPTACLE > 2.In every kitchen,family room,dining room,den,breakfast room,living room, < GFCI 11 sunroom,bedroom,recreation room,and similar rooms,receptacle outlets must MAX.4'-0";3'-8" 13] RECEPTACLE o0 be installed so that no point along the floor line is farther than 12 ft,measured IF COUNTER IS `1?' 8 III —� horizontally,from an outlet,including any wall space 2 ft or more wide and the O LESS THAN 20" wall space occupied by sliding panels in exterior walls. o DEEP;3'-6"FOR ° MI 4 d• ACCESSIBLE < 3.A minimum of two#12 wire 20-A small appliance circuits are required to serve x o I LAVATORY V only small appliance outlets,including refrigeration equipment,in the kitchen, k < �bQ pantry,dining room,breakfast room,and family room.Both circuits must extend �— — 1��-- f�f� m V to the kitchen;the other rooms may be served by one or both of them.No other ! outlets may be connected to these circuits,except a receptacle installed solely for 18"ACCESSIBLE an electric clock.In kitchen and dining areas,receptacle outlets must be installed RECEPTACLE BATHROOM BASEMENT, ' at each and every counter space wider than 12 in. LAUNDRY, 4.A minimum of one#12 wire 20-A circuit must be provided to supply the laundry UTILITY ROOM _ _ _ z receptacle(s),and it may have no other outlets. / / , O 5.At least one receptacle outlet must be installed in the bathroom near the basin and / / / / / , must be provided with ground fault circuit interrupter protection. / / / Z. . / I N / 6.Install 15-and 20-A circuits to supply three watts of power for / / ' every square foot of floor space,not including garage and open porch areas. / / / \ / p-+ Provide a minimum one circuit per 500 sqft. / ' ` / ALL WIRING TO BE COPPER - -0 w 7.Install 1 (min.)exterior receptacle outlet in the front and rear of house.Outlets must be provided with ground fault circuit interrupter protection and be weather / I' S tight. (NO ALUMINUM) I CIA H / 8.A minimum of one receptacle outlet is required in basement and garage,in addition / ' / / ' to the one in the laundry.In attached garages it nnust be provided with ground fault ../"-i / / W / I circuit interrupter protection.Additional outlets to be installed in ceiling for each / _ / i Ix i ' _ / ' overhead door. / : �' - _ \ ; CA 0 9.Install a smoke detector in the hallway outside bedrooms or above the stairway / I / ' / / a -is-- leadingto upper floor bedrooms.Install 1 min. smoke detector and Cot detector / �'�R / O I� pP (min.) / / -- / on each floor,garage and basement. / ��•m�� R / / IH Q MASTdR BATH - / 10.Disconnect switches are required. / / / / 11).Provide undergound service to circuit box and 200 amp service. / MASTER BE i 'OOM' .. / �� / Q 12).Refer to the National Electrical Code NEC and local codes for / \ - , (/) O ` 0 / . . 41- AI further information on residential requirements. /, :r �s (� L:, 13).Install 1 fan in each bathroom with no window.Review plans with owner/ 0 / Architect for additional fans to be installed. /' \ `� ONE LIGHT CONTROLLED WITH SWITCH. ONE LIGHT CONTROLLED BY SWITCH. , 14).Review plans with owner/Architect for Dimmers,3-way switches,recessed and ORDINARY SINGLE POLE SWITCH PILOT LIGHT AT SINGLE POLE SWITCH (�RR \ ,0 OR - additional lighting,computer,cable and telephone locations. LOCATION YC fir' ` // STORAGE 15).Install:30 amp dryer circuit,40/50 amp oven/cooktop circuit and A-C wiring. \ / / \ / / / 16).Review plans with owner/architect for heating/air zones. / - / / ' ,I / / / 17).Install 1 wall-switch-controlled light in each walk-in closet. L�-� — —, / .40 LOFT EA' / • / / / �/ Q 18).Top of receptacles to be 12-16"above finished floor. 0 r / — _ _ 12„," (3 / I i _ /�, C/] Q 19).Top of Switch box to be 44-48"above finished floor. ONE LIGHT CONTROLLED FROM ONE LIGHT CONTROLLED FROM TWO / / / - \ / / /°\ F ° O 20).Holes for wiring to be 3/4"-1"dia.and must be drilled in the middle of THREE LOCATIONS.ONE 4-WAY LOCATIONS.TWO 3-WAY SWITCHES / / F-�� ^ each stud. AND TWO 3-WAY SWITCHES / ' / -`r'C _,,,,,:., ---�--'-',/,> _____z . — h—�I i % r � _ _ I ,r / .D L.. ci NEUTRAL NEUTRAL / ' / 1 ` r�j .� U EXISTING BATH .1�-' d PHASE PHASE / ' (� / Q / / l °' / / o U / W.I.L.WI1 / LAUNDRY ROOM / :U: -`� / / / / / \ / / , / / / e / - } / . / {Y/} / T / / / _./ / / / / / / / / / / o / / / /iiiiiiiiiiil Iii iiiiiiiiiiiii liiiiiiiii J N N \ on ai o X :": •� v rnIn Si CEILINGBOX v FOR LIGHT FIXTURE FAMILY ROOM N i. TO LIGHT FIXTURE \ IN SAME CIRCUIT O LEGENDIN% i • N. 4 ELECTRICAL tu M t ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL 2ND. F LO R PLAN ., - / / F--- 0, N . E v / N CEILING LIGHT 11 SCALE: 1/4" = 1' - ' N p_,OUTLETlb 3-WAY SWITCH $3 LIGHT FIXTURE o UMMIE.401mIENN 3/4"TO 1"DIA. HOLE IN STUD CENTERW dr Il II EXHAUST FANIFIll H FLOOR OUTLET © TELEPHONE CONNECTION Q RECESSED LIGHT W/ LIGHT NA DRILL THROUGH 00 O 0 V SOLE PLATE TO SWITCH $ CABLE CONNECTION ECHANDELIER O'O SMOKE DETECTOR s 0O LOWER LEVEL GTIRT4 cn J DIMMER SWITCH $p LAN / COMPUTER CONNECTION y FLUORESCENT LIGHT ELECTRICAL PANEL �� TOP OF SWITCH / ill L. SWITCH $2 BOX 44"TO 48" F-10 N / ABOVE FINISHED /1 SWITCH BOX FOR CABLE STAPLED TO SIDE OF STUDS, 1 El FLOOR CEILING LIGHT AND i AS PER CODE 1. • JUNCTION OF CABLE ►/ TO OUTLETS V / OUTLET BOX ‹ ____ 0 (i) TOP OF RECEPTACLE 12"TO 16"ABOVE FINISHED FLOOR r NOTE In metal stud construction,cables are passed through precut openings in place of field-drilled holes. 11,.1 4 — '.,-. 0 1 ��.lµ,,t ,; ,,(p,A frtt vey x.11'6 iZ, .. 1 e.'ye '4, •• DRAWN: MH/MS ' r. SCALE: 1/4"=1'-0"i-14 .," * , JOB#: " July 23,2014 '•)\k„...bc.b.uk . 020,4 SHEET NUMBER: PAINTER TO PQtIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E.2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. • 1I