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HomeMy WebLinkAbout39464-Z ��OgtlFF�1, COG Town of Southold 3/28/2016 1P.O.Box 1179 ri'' ,< 53095 Main Rd -.% �0 , Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38178 Date: 3/28/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 855 Cardinal Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2014 pursuant to which Building Permit No. 39464 dated 1/5/2015 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: ADDITIONS AND ALTERATIONS, INCLUDING FRONT COVERED PORCH AND REAR ENTRY DECKS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schutte,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39464 07-11-2015 PLUMBERS CERTIFICATION DATED 06-15-2015 1:rad Piecuch Autho e Si ture SOFFQck TOWN OF SOUTHOLD �� c°may BUILDING DEPARTMENT o TOWN CLERK'S OFFICE :15, 4 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#: 39464 Date: 1/5/2015 Permission is hereby granted to: f Fenn Edith Cullen Irry Tr ,/ 50 Azalea Rd PO BOX 1663 Mattituck, NY 11952 To: Addition and alteration (under construction/partially as built) to an existing single famili dwelling as applied for. At premises located at: 855 Cardinal Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-6-14 Pursuant to application dated 12/12/2014 and approved by the Building Inspector. To expire on 7/6/2016. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $1,858.40 CO -ADDITION TO DWELLING $50.00 Total: $1,908.40 (4/17 B `. 0 in. Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. j0) - id - 1/ New Construction: k Old or Pre-existing Building: (check one) Location of Property: / S 615— Ca,r d I Or/V 44 4>(-17/z, 4__- House -77 4__-House No. Street Hamlet Owner or Owners of Property: eatAJ 71-1.C., Suffolk County Tax Map No 1000, Section if C Block Lot 1/ Subdivision Filed Map. Lot: Permit No. 301 yf`l( � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) SDFee Submitted:$ if 4. Applicant.ignatt� x•0'4 ? S011pq - Town Hall Annex All1 lilk; Telephone(631)765-1802 54375 Main Road %; Fax(631)765-9502 P.O.Box 1179 G .kit. 0' roger.richert(a)town.southold.ny.us Southold,NY 11971-0959 --_a COUNT1,01'. --Iili I// BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Barbara Schutte Address: 855 Cardinal Drive City: Mattituck St: New York Zip: 11952 Building Permit#: 39464 Section: 115 Block: 6 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 46 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 24 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 38 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt 1-20/ Emergency Fixtures Time Clocks Disconnect 200A Switches 54 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 20A Radiant Floor Heat In Bathroom, 3- Paddle Fans, 10-ARC Fault Circuit Breakers,1-40A Range Notes Inspector Signature: Date: July 11, 2015 Electncal 81 Compliance Form.xls Soork os ® �� ; 631 Telephone 765-1802 Town Hall Annex % Ala , : 3 P ( ) 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G rw ` Southold,NY 11971-0959 `,�OL ; Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION • Date: (p /KIM - Building Permit No. 3v, q(f Owner: Barhora ScIiv)kc (Please/ print) Plumber: /racI Ra ch (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( lumbers Signature) Sworn to before me this 15}-1 day of `(Aron. , 20 15 JilaCe0 a°. JOT Notary Public, ,SLAF-poi K County TRACEY L. DWYER'. NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22113 ,_,_3, Erec€:::: :: _�,7___-- /..;6 ,1` 1 est TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION : - [ ] OUNDATION 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: (-...,,sc,_ _ ,,....ti i„, 0 . -Y'- fii1Q;\ l ' __ Ule- ii, / / , : o-k- j ( &I-4'J r) OP DATE _ INSPECTOR L- t ,. 3e/ , ,��,,`,,4 SOUTyp ,`o to, ) , ` �o��,; =��oourm,��?' TOWN OF- SOUTHOLD- BUILDING- DEPT. ' 765-1802 . INSPECTION ' [ ] F NDATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ' ] FRAMING /STRAPPING , [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f7/4-;€09-'- 1 v,,Y-71 #., DATE _ 15.---- INSPECTOR ' SOU450 : (1€ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N. [ ] 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: ./ALI "JEW- LI .� DATE : . _.a INSPECTOR �O��OF SOU ,, Ty_ (f. 11 t-‘ 1,\# i() \ TOWN OF SOUTHOLD BUILDING DEPT 765.1802 v 'r,, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 DATE /5 INSPECTORT ,,,,,,,,,,,,,, 3 (-(6' ���, pESOUTyolo\. ca s. �y�DUNiV,�_„' TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO 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: T DATE f4pr---- INSPECTOR 0'14, * * _At./ ----(!reouNrir, /17 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: CW-Th DATE NSPECTOR?1Jc 3 7c.&i .,_.a._ ,„‘,,sou,;--_, ,,,, , 6ei • c:, 1 i* *. _ : s, „:, 0 i --scou.too. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIOJI [ ] FOUNDATION_1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . !' A DATE ef 8 INSPECTOR ; -"/ /6A-9g 3 z , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ]3NU .) [ ] FRAMING / STRAPPING VFIN [ ] FIREPLACE & CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /97-fri4J-A -1 4-010/ei 77) fLsL- CHI iff 1 `• 1: /41 449 ViA '/€1) Ce/141L DATE / -'' INSPECTOR Barbara M O'Conor Schutte 855 Cardinal Drive, Mattituck, NY 11952 631.905.7630 F.)/ January 27, 2016 !� II: ' i 11FEB 2 2016 Town of Southold - Building Dept. L i54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re:473889-115.-6-14/855 Cardinal Drive Ladies and Gentlemen: This letter serves as confirmation that"ground covering"will be installed in early Spring 2016 at the above referenced location, in connection with issuance of Certificate of Occupancy. r' \ �. ,� Signature of Owner: 'ILS.:h��M � j� Date: 11�7' le BARBARA M.0O OR SCHUTTE State of New York: County of Suffolk: Sworn to me this c21 day of didtAtit, 2016 NOTARY PUBLIC BARBARA H. TANDY Notary Public, State Of New York No. 01TA6086001 Qualified In Suffolk County,op Commission Expires 01/13/20 . �- FIELD INSPECTION REPORT DAA CO kit.NTS ' FOUNDATION(1ST) e,- , 4,410POW 10 , . . , ,,,r--4-0t-79-- , ,-; .-tr.7- 1/ olei -... ..4:4 P • FOUNDATION(2ND) .,. \tt 4 n 3M iir--, rx,";,-1,k_„— ' Ath- --- ' .' . - ' . " ' " ' P • , . y '4 ' ,),,c.l. C °Q . • • ROUGH FRtiM1NG& 3 k fr , . ) i3t4 PLUMBING � `'�' �J , / P • . 4,/cY '9(-- "" .-: ".1-4-A--(4/2-1-tj ce 1. c., . . l/ y INSULATION PER N.Y. STATE ENERGY CODE . • • .. ' •, , �ti� % i - 1, . . �. ', �;� 'if--. '7.�'e' - 4" 0`• t / � c FINAL � �� � • 1.34..( //.•, * '.. ., Cif) . / r �•. 1. 85. co $-, 44.:-D-- - 15 l• 6 ' " 1 ,� -� se - `' . 2.1'r---- rte, P-ec'd cold ce&f • • �1►sl�s �._ Q2K c -�, • 1 -I1- IS' • ' , -ti a/J-116 - (2c1;61 bow ' i' . . . }.. . ' A . .. . . .� , __ 1 .. ! '4 , \\ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �j Survey SoutholdTown.NorthFork.net PERMIT NO. d1v Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate DEC 122014 Storm-Water Assessment Form BLDG DEPT Contact: Approved ,20 TOWN OF SOUTHOLD Mail to: /L--)at CIt77-4 Disapproved a/c l ff Phone: 76 - 8c� C 7 Expiration+,207( .p APPLICATION FOR BUILDING PERMIT / _ Date / 2 • /a- , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings.on premises,relationship to adjoining premises or public streets or areas, and waterways. - c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or iii part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) • State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder z`.Q_Ar- Name of owner of premises v 19101,t�� C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No. Electricians License No. Other Trade's License No. - 1. Location of land on wh' h proposed work will be done: �,1 4 �dv� d iivc/----- House Number Street Hamlet Lot County Tax Map No. 1000 Section /(-C. Block . .� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use nd occupancy of proposed construction: a. Existing use and occupancy Si✓t.5 1-c I /I re sic Com_ b. Intended use and occupancy S.v..,_s__-- 3. Nature of work(check which applicable):New Building Addition )0 Alteration ,0 Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ,Iii- (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars '6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i ,/ 7. Dimensions of existing structures, if any: Front S-,90 'L�Rear SD - 0 Depth /42. -' 3 "• , Height /4 , o .1/- Number of Stories / Dimensions of same structure with alterations or additions: Front S2 = 0 Rear S`a 0 Depth ,L3 c- 7 ` Height / - 0 % Number of Stories / 8. Dimensions of entire new construction: Front . Rear cV - 0 Depth /7 - 6 Height /4 . 0 v Number of Stories / 9. Size of lot: Front /00-0 76 Rear 5-0 - 0 Depth c=700 - O 10. Date of Purchase cd// Name of Former Owner ' 11. Zone or use district in which premises are situated ie- !(,) 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NQ" 13. Will lot be re-graded?YES,NO Will excess fill be removed from premises?YES - NO( . 14.Names of Owner of premises SC_ P _ Address Phone No. Name of Architect al-e./'Wan-- Address Phone No Name of Contractor aditeR .- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwaterwetland? *YES NOX * 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: COUNTY OF ) bL\OU n el � IA being duly sworn, deposes and says that(s)he is the applicant (Name of individua signing con ract)above named, (S)He is the Pe,5 (Contractor,Agent, C orate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. - - Sworn to before me this , 1 day of DQ 20 /{ . \rjA3kA /0 , Notary Public VICKI TOTW ignat .f Appl cant Notary No 0`fa61t0 96 w York QualiFed in Suffolk county Commission Fxoires July 2R 20I__ _ r .J ,,'G•1.4ZCS c... Scott A. Russell ° � , STORMWATER SUPERVISOR . I MANAGEMENT SOUTHOLD TOWN HALL-P.O-Box 1179 p ihi 53095 Main Road SOUTH OLD,.NEW YORK 11971 N.'% ,a- Town of Southold R,°� 3 r�'I' `` -2,--g-- C U E D CHAPTER 236 - STORIVIWATER MANAGEME,, r riW9 K HEET 2___0:_5_ DEC 12 2014 (TO BE COMPLETED BY THE APPLIC NT ) � - J .-• • _ • rTerni nr DOES THIS PROJECT INVOLVE ANY OF T POLL r-II1GJTHOLD ' • Yes No (CHECK ALL THAT APPLY) • 0 Fil A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. jIDIDB. Excavation or filling involving more than 200 cubic yards of material within any pan or contiguous area. Y ;_..Q , e_prep�. oa_on 9pea_wl�ich.exce,ed 10 feet vertical rise to 100 feet of horizontal distance. ' 0 SIMI. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. , ❑IE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. SIB 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 y in-kind replacement of impervious surfaces. °_ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! : Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPL1CANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T. 9. : 1 OOO 17otr. ps/lrict t� NAME. (Gt Gt/ i`� /15 i� P./d// s;n Secy Block Lct '.VLt /v u,aluM "'*" r 7A•i t ' &1..5.-..- ��_' FOR :'i11L1)1\�1,, �l=!%.�}t''';�lEi'v"I`LSF. ONLY Contact Information Reviewed By ` de ._----_ __-- Date: —/ `J a-114- Properly Address / Location of Construction Work, — — — — — n ;;parcved ler procey�t.:=Budding Permit_ _ __ �s �Gt'V�!� ._ I{r.- . I 1 0rmwater ;vli:r,�:;crri.nl-f=o {II Pd 3: j,t A guttIed.r�`-i }, ,� E 1 �� � ,_,/ /v `� � lig :, ✓' Pp � 11 �'J-- r= lj� ii _._ p`� `1"'/_ k_ - -_ --_ -- ---- - Story „�,�ter.�Jcr:?��I,t�il(j_r.t rtro!-?5 11_ja-,.]-._ _ !! I — ro•w;.rd to;`iig;ee 'j Deper,etet;t to:Review; 1i i 1 i � !I DEC 12 2014 II t p, G: :,-_,-T . f 0SOUrel, Town Hall Annex i * Telephone(631)765-1802 _ 54375Main Road j111 (631)76 5 P.O.Box 1179 G Q /i roger.richertci O`wn.sout� 1nv.us •Southold,NY 11971-0959 �! ��til . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION . :REQUESTED BY: rUe _ ;CP, 4s-7- e_ Date: (1-2 - Company Name: /QLS[c,pCa,y t�1 - - Name: License No.: /0 O i 6 . Address: (-2.300 G cr,..rz lfd Z d. .Sou-rill fd kv 11-q-71 - Phone No.: 6,3/..... 76,-7 - R2_39 . JOBSITE INFORMATION: (*Indicates required information) *Name: -20"l6 oink- ,Y I. `CQmo.r S-' loft *Address: _______T‹1 C4A tiINC - *Cross Street: pie�, `Phone No.: 103i - 905 -169(30 ► Permit No.: - 39 Lf U - Tax-Map District: 1000 . Section: Block: Lot: - *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - • (Please Circle All That Apply) *Is job ready for inspection:- Y S NO. Rough In Final *Do-you need a Temp Certificate: O _ - Temp Information(If needed) *Service Size: - 1 Phase 3P.- - 100 150 200 300 350 , 40Q Other *New Service: Re-conne. Underground umber of Meters Change of Service ' Overhead . Additional Information: PA MENT DUE WITH APPLICATION l 82-Request for Inspection Form' ` C cF, (�IZ e APPLICANT• S.C.T.M.#: 1000 � q�T''' CHAPTER rn� (Property Owner,Design Professional,Agent,Contractor,Other) -e.- s'�1Q5 4 Lr�6 // 6 J =., = Stormwater Management Control Plan CHECK LIST :a NAME: p ,V Citi' Section Block t : - a S M C P -Plan Requirements Provide ONE copy of the Building Permit Application riwe rant IV f,; Date: % �y, ` • * The applicant must provide a Complete Explanation and/or Reason for not providing °ol a,01V all Information that has been Required by the following Checklist' d , n„r reenronc nm ucen .. .. ,t ,4)'' . L A Site Plan drawn to scale Not Less that 60'to the inch MUSYESI NO 1-- If You answered No or NA to any Item, Please Provide Justification 1-1::,-e'show all of the following items: ff �--- If you need additional room for explanations, Please Provide additional Paper. """ ;g. a. Location& Description of Property Boundaries r I'•r� i I /1117-k b. Total Site Acreage. i I [ i ' f2, ( o tes OF R compLerE Stattokkacosta, c. Existing -Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(clt2). i i — A-6,e,04 3 RO L. P &9 ,_S d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. _ e. Limits of Clearing& Area of Proposed Land Disturbance. I 1-11 I f. Existing & Proposed Contours of the Site (minimum 2'Intervals) (moi 0 j . !SION &SEDIMENT CONTROLS g. Location of all existing&proposed structures, roads, ED=1 Shlall include hut not be limited to: _ driveways, sidewalks,draii-iage improvements&-utilities. nnctl action Entrance, h. Spot Grades&Finish Floor Elevations for all existing& A wed C proposed structures. ° Wire Backed Silt Fencing, tabliiaation & I. Location of proposed Swimming Pool and discharge ring. I i } i; Seeding of e,cpc�ed and�or inactive Soils. i j. Location of proposed Soil Stockpile Area(s). iEI l= 1, 5 t C k. Location of proposed Construction Entrance/Staging Area(s). HI____Ji - • ; ; t, i', ED I •��I. Location of proposed concrete washout area(s). I l ; It �S_1 �{ i i 1 M. Location of all proposed erosion&sediment control measures. I I _ii _ uC !I jA N — 5 2015 I "/ 2. Stormwater Management Control Plan must include Calculations showing backttfeft� P7 uvide Et9gir�eei 5 Certification - j that the stornnvater Improvements are sized to capture,store,and Infiltrate — that the drainage Ilas beet' installed to Co . 1 RIn, n'PT on-site the run-off from all impervious surfaces generated by a two(21 inch — TOWN JilF SO)THOLD rainfall/storm event. • 3, Details&Sectional Drawings for stormwater practices are required for approve ' Items requiring details shall include but not be limited to: a, Erosion & Sediment Controls. i ,_. 41611i. � ---- b, Construction Entrance&Site Access. Ar& �i c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) , d II s��' d. LeachinH Structures (e.g.Infiltration basins,swales,etc.) I l [ I -_ -- �, °� `_ FOR i;NGl NEERlii PAft'1'IVir + ONLY"rye I Additional Information is Required. `___ •, Reviewed & ( I Storrriwater Management anagement Control Plan is Not Corn to Approved By: I./ , , / - — _ _ -.a --- = w 6 - LStorMwater Management Control Plan is Complete. Date / /67Th � SMC has been approved by the Engineering Department. FORM ' SWC' C ck List -TOS MAY 2014 .---1--, I r,? •. - - TOWN OF SOUTHOLD PROPERTY RECORD CARD '---) /1 -/9 . /606 - / ../s • - i:/ : _ • OWNER STREET 0'6..5 VILLAGE DIST. SUB. LOT -1 v .-- ' _.- ._ ommi Di v ii- FORMER OWNER F-e-n n , N E AC13/ c_-7_ 'Z ' / c-z1 S W TYPE°OF BUILDING ,r• l'7V, ' -. / 7(' . , RES. ;/3/6) SEAS. VL. FARM COMM. CB. MICS. Mkt. Value ' / LAND • /IMP. TOTAL DATE REMARKS 36 O' .V:ei ,1,/,73/4( 'A - _ . la, 1-1a(' 1/K'n / , m-vg::4' e//2./. „ 97. z LD ADD, 7-,„,,/ z. C. >esg,a. „.--- c) .5-le:, 0 0 u" i/2-3/7d -,1e,cysLs-' 1_7_9,- §:i4q>c•-). --4-4,G44/,_..r4 -lc R.?HI-left'lr r-2).0G0 ,. .n../ ,,,12..q, /v/s7.-7-2g/e? /.5wss- (,,,,, c 4 ohcL -c-? 2-.0- -0 ---- „ / 7--e,-6) ,.5--Z 6-c) 't (-0_,,, //745,/, 2., a,/86-.)-. i 0 tp?s p 30 - ./.-)r) 40 re nil 4- aiLo -47,90) c)--0-0 /2-- e' e-) e /a-ii 7,5 6.-° / 67/6 (IT 27(fr4/9 "-"L /1ell'i5 9044(0 -61'001f E.S7L 40 t ,-k Fehn - /2..0o 930 emt) • 57Y0 0 Vi A") c)//40,1-Lianc3/ tp34 -rtnr) +6 013s&rfi C45 1712-1S4CC---- AVC AGE BUILDING CONDITION 12.14 )4- d-it% f-- -e. 011 oieeas-ed (Pc-- 1 )41) NEW NORMAL BELOW ABOVE FARM Acre Value Per Value . Acre Tillable FRONTAGE ON WATER 4.‘,1 Woodland FRONTAGE ON ROAD 1v5-3 71‘, (& Meadowland DEPTH • House Plot L' BULKHEAD ,, . . _ Total---- DOCK ai 4 COLOR f?R1716ac t(-)14Ist'C - - TRIM 1-4-114/ 1-4- I 1 MEM■-■■■■■■■ ■■■M ■■■■■■ . - tik PI iii 7'-r. _ ,tit, "��'Z~',.,^�? �•[�yj yY ENE INIIIIIMMENNE ' - „,- ~'t6.... -�, r° ; r moi. moi} :„..,..„,t, a ig \ ■ ©■ ;b- ■�_■■■■ T y� 4F tYx+ c Ca's�6sea r �. FF.'a `\■�■■ ■ MUM■■ F... tCJ1 5 g- ..Y" YA #� Y �"f. � n..; a SS. is t' �, r ,o _. , - - - - - MEM ■■ z' z ' t*" e� ,W14 :sem a bs ■■■ ■■■■■■ MUNE M. Bldg. f h'2-& = S/ 6 1 -4-4) ■■■■ ■■■_■■■ _ Extension . '~ MEM ,/ MOM■_■■■■■ - Extension f 1111111111111111111111111111111111111111111 . . - ■■■■ ■■■■■■ Extension - _ - ----- -- _ . (-6-' �` tc` ?a, Foundation Bath �„ Dinette _ __ Pore ' `'` , �a3-..-- 1 ® -- Basement ILA Floors 0 k.h K. P 1.,- t{ �. J �, � Ext. Walls5 ✓ Pr lnteriorFinish ,,,,i,--/-e. LR. Breezeway Fire Place /ri Heat Q f( f� DR. 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':.,,,.*.e,.: t/4 ev.7`, _ . . . . ,• - 1-04, .. -. , ..., • . ., . - . 847-f• '‘•-•-..„,,,,-...,,,,,,,,,!;'`,'., • . ..-....":-------. • 'N. .. 4X ."=- - ..,`_- ''.';`r,-.'''''... --. '...'-' . • ;.-."--t'-:-. '..... ,.:-; '-':=.".,,P':.f ''-' . '-;'.',-"-•'"C---:' -"' ' , • . - . • . . • . . i ..- '4, ' CERTIFIED TO:BARBARA M. O'CONOR SCHUTTE CHICAGO TITLE INSURANCE SERVICES,LLC WELLS FARGO BANK,N.A. SURVEY OF JOB NO. 2014-320 LOT 16 MAP NO. 4453 - MA p ®F ;FILED:SEPTEMBER 8, 1965 'REVISIONS: ,r` MATTITUCK ESTATES SITUA TEAT MA TTI TUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. DIST. 1000 SEC. 115 BLK 06 LOT 14 20 10 0 20 40 60 80 100 120 140 160 180 SCALE: 1"=40' DATE::NOVEMBER 14, 2014 LOT AREA:29,464 SQ. FT. =0.676 ACRE LICENSE:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK W . 11,„ E 11901 ,1� TEL:(631)-369-8312-FAX.•(631)-369-8313 • MARTIN D. HAND L.S s COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING s THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOS E--- 1 IC E U E 0 DEC 12 2014 BLDG DEPT TOWN OF SOUTHOLD 'G IPI V� Be(G`COC/(111-7 hp: % .7<\ 1 1 1 V po ,� tc e. Qp,���iF ��V \i„,,,S� ill oG�°F ��� 0- i:( - 0 ^OQ `` OXY / P •7 00��$ AN °:7c-1. J` P`' �' 7s b Fyc� y�y°� ADO 11(/‘41j1 d �ooO o� �O• 0 °Gyp °Fch- O' Sk* ry REIN 4...44. 3� yl, 11 P ;�0� .o. 7 CG � ob P��. o °yTRq�Ry n°� F s'° y A•r QQ .n °k* 44T COQ' l° / A /� F°c�o� S�Oa �iFT�F°00, / 0 2 2 LLF ) % -/2o OOD TIE CURBQI O _ //® /`a v /p V' /I/ 7s0 oQt c 1�1 \,6(‘ EASEMENT ARDOR SUBSURFACE STRUCTURED ARE NOT OR ®eSH" \\� UNRECORDED POEDAREYEVDENTAT EO TIME OF�EVLLYENOENTAi THE ® / / THE OFFSET(OR SINENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PURPOE AND ESERNFORE THEREFORE PURPOSE TIMI USE ANDGUIDE THE ARE ERECTION FEEDNC R GUIDETHE ERECTION OF FENCES RETAINING WALL$PODLB,NOTG$FUNTUO !(f1�� ANDASYOTTIERC NTRU000N ��\. -02° AND ANYOTHLB?CONBIRNCRON UNAUTHORIZED ALTERATION OR ADDITION 70 SURVEYyOy SECRION7VYOF/THENEW YORK STATE EDUCATION LAW CORES OFT HIS SURVEY NAP NOT REARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TITLE COPP CERTIFICATIONS INDICATED HERON SHALL RUN ,s SNLYTO VIEPERSON((S/FOR WHOM THESURVEY IS PROFAREO ANOONNIS BENALO TO RIE TITLE TLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION DOTED HEREON ANO TOME ASSIGNEES OF TNELENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE flk n� M\\ 07OADOOSONAL/NSRTURONS OR SUBSEQUENT -T OZ SCHUTTE RESIDENCE )_.U z Q z ADDITION S ALTERATIONS 1321 ROOF GUTTER • \ 5 O, V I \ . BUT SUFFICIENT TO KEEP SEDIMENT ON SITE z In ROOF NOTE: w SILT FENCING CONTINUOUS Q o LEADER -- GAF 30 year architectural asphalt AROUND PROPERTY $ TO roof shingle over entire roof area. > EITHER SIDE OF ENTRANCE I 5# felt over 8" CDX Plywood W HOUSE sheathing with Ice $ Weather Shetld o Q at all perimeters and valleys. <:''. (:. Q EXTENSION RUNOFF NOTE: Gutters continuouslyaround; �:.w, A h :. : ;'' 1•,..:'7....;•': .;• ,: UNEXCAVATED Leader locations as per w- ' SOIL GRADE installer - all leaders drain to • ':• '.� {, •'N , •L'' ,t' • 0 � G 0 PVC pipe to new d ells. '��•, '`' �a•• •••.;�• •"• � `�• A` �� � o � pp ryw • • (r) l-i-1 n 2 \ \ RUNOFF CALCULATIONS: { • ti ; `..•' ,....•; :�• — Uo • t•` I gallons ,' x . l x 2 0 o s .. 21 6 5 7 V// / / a� - x - 0 capacity 300 gallons • t y• -, / / / / �// l-i (I ) ( 0 8 0 SU p y J •'y.',:,� • .,..y:: ..i. .r. ': c Q \ \, \ . 2701 / 300 9.00 �� , i n Runoff Containment Requires: �y 1• I0 0 MIN II (2) 5-0 x 8-0 0 rings providing 3000 gallon total capacity cr DRYWELL LEADER ELEVATION / SECTION O Not to Scale oof SITE PLAN TEST HOLE o° aa� SCALE: 16" = 1'-0" Exist-GRADE SCTM: 1000-115-6-14 ORGANIC s Information taken from MATTER 7s3s survey prepared by Hands on Surveying TOPSOIL 1"- 12" °°F N Martin D. Hand, Land Surveyor �� • • Flanders, New York L �`� $ dated November 14, 2014 PLAN VIEW AQP O' LOAM/CLAY P �°o� • PROPERTY AREAS: Q Existing Lot area: 29,464 sq.ft. 2"- 24" � in ' • House (existing): 1727 sq.ft O l�Q' Deck (t.b.removed): 427 sq.ft. QJ iNs in 0)P\, • Shed (existing): 30 sci.ft. N • ; ; :s : 2 1 84 LIGHT LOAM• e: 7.4% _• : 72 sq.ftU >168 sq.ft. (!� cz• : 427 sq.ft. cz 24"-36" • �J1. Total Area: 1997 sq.ft. U O //d TOTAL LOT COVERAGE: 6.7% • Area of Construction Includes: CLEAN SAND • • New Porch I G& sq.ft. EXISTING GRADE • CONSTRUCTION Rebuilt Addition 330 sq.ft. GRAVEL ROA D • 'STAGING AREA" * ( New Addition 72 sq.ft. • CONCRETE WASHOUT Deck Removal 427 /� / • Extent of Construction: 997 sq.ft. • EXTENT ••F CONSTRUCTION • 3E 14'-0" 2 CONSTRUCTION ENTRANCE -EXISTING STONE • Extent of Land Disturbance: CON --INED TO WITHIN AREAS ® 12,000 sq.ft.+/ TESTYIOLP,OPENPITiYPE, DRIVEWAY; TEMPORARY CONSTRUCTION DRIVEWAY Z O ' LINED AS DONE BY DRYWELL 1 r "BANKRUN" SILT FENCING PRINCIPI BUILDERS INC. i `\ • TO BE CONTAINED FULLY BEHIND U . 00 12-IS-2014 C� ; \ • SILT FENCING TO BE RCA BLEND 611 ABOVE GRADE 00 • PROPOSED NEWCZ CD Lf �, • COVERED ENTRY PORCH —w ' \ N. „_I z nD AREA A-% %/ EXISTING ECKTO/> • • SECTION DETAIL (s-9 • NEW FLOOR —':f BE REMOVED , U • ill 10 cS EXISTING MASONRY jilifi'id—.. , ,. WALK PLANTER BOX —�i' �411, \ / U Z • —�€:;, T• BE REMOVED n �C� j �.I \ 0 NEW CONST'DATION '111 z U z Q DRIVEWAY BE R.C.A. LL 11 '`'" 3 ,: EXISTING ROOM TO BE • TEMPORARY CONSTRUCTION ENTRANCE - NTS z z 6" ABOVE .ISTI NG GRADE. a : ° , • OVED SOIL ° ° / // ,, REMOVED AND REBUILT — •o 0 WILL BE RE ° ° ° ° a :� :,''� t. / AS PER PLANS SEEDED Ur*. COMPLETION • 4 , i i ( J O 04 :' EXISTING HOUSE - ,, NEW FLOOR AREA WOF ROUGH C��NSTRUCTION ° a e DRYwELL 2�; :��/ RENOVATIONS ' •d i, ALTERATIONS AS PER . • <,�, PLANS :fid i ` \' • 7.- ;' . ' 3611 MINIMUM 2 x 2 • a � tM'�N'T�O"t`�"tttPILS ° ° • \ FENCE POST ;ostbN � frn • d • a \ • EXISTING Shaft include but not be limited to: • TEMPORARY EXISTING MASONRY / SHED d \ � � STEPS � WALKWAY TO • A well maintained Construction Entrance, • CONSTRUCTION �: , BE REMOVED • A V11ire Backed Silt Fencing, stabilization & DRIVEWAY �0:-,,, SOIL STOCKP, E DURING WOVEN WIRE FENCE Seeding of exposed and/or inactive soils. a „'.' EXCAVATIO; FOUNDATION d m , CONSTR. TION. TO BE (6 x 6 - I 0 / I 0 WWF) " • • °° RED'S "IBUTED AROUND ADDITION z DRAINAGE INSPECTIONS ARE REQUIRED _Z • >,C\1 UPO• ► APPROVAL TO BACKFILL C Contact TOS Engineering at 765-1560 before U co c0 N c EXISTING STONE FILTER CLOTh Backfill, OR Provide Engineer's Certification w `� 0 • ° �° DRIVEWAY TO REMA �o� ° a that the drainage has been installed to Code. z CU ciJ o • N (D z 0 > c0 ��,p ,�9`��� • a ' • • I SLOP w o m IO �� \ . • APPROVAL OF STORMWATER MANAGEMENT z z U E _ /�/ / CONTROL PLAN -TO Code a r er 36 0 c� � O Date. 5 v0 — 47:: C.9A r E 'P G � �,.r� :z , � ., EMBED FILTER CLOTh D , t «. .. ,. MIN . 6 INTO GROUND SILT FENCE PROTECTION; ; .:. �, ; ° ; : „ \`.' , V TO BE INSTALLED PRIOR TO • :.. e '`$ '`\I Z THE START OF CONSTRUCTION- > ya=;= • . 0 'S 4 l'o CONTINUOUS AROUND PROPERTY < ;+"`€" ,.= + ,: ,;' (----- ? EXISTING CURB •UT * ,-.1.4„41, . , II STONE DRIVEWAY'0 REMAIN; • - CONSTRUCTION TR • K5 • suif •i 4` — EOUIPMENT, TOOLS, E . TO FY• • ':.••,,,,,,,,, ENTRANCE PROPERTY HE" ,t, NOTE. (� • x. �:� � V w a S. .aa- <a. • • �:. ' : ? ��;�� MAXIMUM DRAINAGE AREAs _ci] z i. V" 4 2 .,h b+ I ' , 2 ACRE CR I 00 LINEAR F iEETF ,, �a _� S g ENGI 660 " '''i,•-•::''''''' � am `.`,� 5,4:.:,";• (000 o 4 • SECTION DETAIL �1 0 `a. ,v ,.i, '' TI C DE I '. . ,'gi n. ';i:, �.,,,,t . ., .i • a,$�; <3 ?t +5. 's� SILT �E:, ,:„ C LT /\ILS • I', Ci ) CIL 5C1-1UTTE 5IDNCE 0 z , z ADDITION $ ALTERATIONS 52. cr)::.,•,-•L':" '','"FH ALL CODES OF NE'. ' NI3,711: STA.i L. & TOWN CODES AS [LOURED A.Nn. 00:494T-1-9NS-0E-- 3,-,•-31 Prrn.7")‘'''',7D1:•';‘:) 1'. , 1i,--P :I I , •sr , NEW CONSTRUCTION < - -- Qr.':-Jr.i r)TrYA! 7,' P NIkI,Mr` , ,•ri (\I - ,e4'-'i, ' ' k ' ' • u 4'/C/....OS /° - c:13 DFEAT:-2.: ...,.) . 7.,,,---:--... B.P. P:.•`.--...;..).-7.,-1)&17--."-V1?:-----i C\I I I . _ :1,CE_I'Ly.2 __ 1 I 1. -- FOLLOWING IN E:II PECT IONS: 1-1-1 1111 ,:el tTiFIl TV,10 F‘LL,:.,,,, ..,... n i--i _ . , , , ;.;• ,,,, ;,:r. „ „ss.„,7•,,,,:1,7,,r7:;77;',.M;,.‘: ;. 'i „, „.i0,!,,,•.• -'',."'",.7-72 ', -•.:',;••,,,.7771 FOP, POURED CONCRETE. z r)L.Pinir:3 - ' ,,o,.t.oit•qv.:- ,, :•'''' "‘'!4`,'0‘.ib,,,,,Si,A,.., 3. I SULATICI1 71\1i3o5r-lii;vC.12 BL81iLAL;‘,..11‘.'('LO E:./iji-P''',1:5-FFI\OA'E:FINITI.1-11r..r _ (,,f4 i7..., - . :,-.ic 2-7.:,f,„, v,-*24:k4.;•:,',;4„:•,,-1--,14.,:,.,:,. ,4.:2'.4•&,,,,A,2,4t. -,,,,i',4724,.,..,.:;,7 ;-'4,,,...-„In7,r.:,2, , ,;-„„,,,t,:',>'.',, ,-i't' ,,,,.:' • „i.,,,; ,,,,icr, • , 4. FINAL - CCSTRUCTION M,UST - ' '", ',..--1.-4, ,r42;474!:)''''1'4I''''ettLii.,-''i,;4,;,:.3AZ-4,i-I,-;;Z%firc.,it!'::•',,,K.tt.it. .9.!''.:-4:1;:'jel4C4-'',- ..7,,,\'':A',.. -;:'': 2',S-I .,.IY ;:',/c:. ":, `1,:Fwi',' :. # -, , <1. 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IIIIII I I III Z z - c0 CD .1 1 _ L 1 1 1 1 1 1 1 1 —I r, 75 1-I- 1- I I I Illi I , zcno � co I I • Qztn – wO � CD O n Z -0a ins U REAR ELEVATION /4) NI I Z ?�s SCALE: 4" = l '-0" �o U „ Y m k C4 - X , t # e/ENG x" �° t PAGE: 12 . 11 . 14 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC . 7209 OF THE N. Y . S . EDUCATION LAW m w n >- U z Q z WINDOW AND DOOR SCHEDULE 52.m W I CW 15 CASEMENT 8.6 9.2 1 0 4 25.9 -28. I 50 9 EGRESS AS SHOWN W2 CW 155 CASEMENT 9.4 10.0 10 5 25.9 -34.7 50 7 tet- W3 AW251 AWNING 1 .1 3.90 10 4 25.9 -28. 1 35 4 0 N W4 C 1 5 CASEMENT 7.0 7.50 1 0 4 25.9 -28.1 50 2 c0 W5 ARG 1 AWNING 3.0 5.90 10 4 25.9 28.1 35 3 N WG AR551 AWNING 2.7 5.20 10 4 25.9 -28. 1 35 I (n z D I 5068 SERIES 504 SIMPSON FRENCH DOOR 12.98 I G.60 20 4 23.2 -25.4 3 < D2 3068 SERIES 504 SIMPSON FRENCH DOOR 1 6.1 I 10.90 20 4 I -'1 Cl- D3 FW1-12768 FRENCH WD. HINGED 12.98 8.32 10 4 25.9 -28.1 40 2 • ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED O WINDOWS$ DOORS TO BE WHITE EXTERIOR, PINE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. 0 MASONRY CHIMNEY, J FLUES FOR FIREPLACE PROVIDE CLASSIC SERIES LOCKS, HARDWARE AND HAND LIFTS IN DISTRESSED NICKEL FINISH. FULL EXTERIOR SCREENS *OUTDOOR FIRE OVEN SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS- PERMANENT EXTERIOR, REMOVABLE INTERIOR; 7/8"WIDTH H 0 SECTION), V WOOD BURNING FIREPLACE; �I PROVIDE RAISED HEARTH, GLASS CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B Q DOOR ENCLOSURE*STONE COEFFICIENT I .0 WITH 120 mph BASIC WIND SPEED. AS PERSURROUNrr � F REPLACDAND SURROUND TO IL TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. V / 20'-9" BE DEl ERMINED) WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS , 7 WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO 6'-0"SHALL BE 2 I/2 - #8 WOOD SCREWS AT 16"0/C, FASTENERS IF--�I I FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"- #8 AT 12"O/C. TABLE 30 I .2.I .2 W2 W2 --------- �� { Iw`II ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1I .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR T , NEW 2"X 8" C.J. • GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. I @ IG" O.C. I 1 1r- REFER TO SECTION R 1 609.1 .4 FOR ALTERNATIVE OPENING PROTECTION. 2- 2"X 10" C.T. EXPOSED I W2 PITCHED - . `\ I I I Di I- T -I;--1 • 1tD\ 1 (13 14 GREAT ROOM ) Ti l I 5 CTI0N - I I'-2" CEILING THRU CENTER N I SECTION �B. _4 Q WIDE PLANK(6 or 8") CLEAR OAK 11 ,1 I • ��. O ^ - r WOOD FLOORING WI 3 COATS • I \ - .0 POLY SEALER(NON-YELLOWING) V. OUTLINE oFJ) I 2 inN CONTINUOUSLY THROUGHOUT �r SHED DO*,,-R Ili N �'��, s D _ O L____ __J 0 2- 2"X I0" C.T. EXPOSED U _ > U z `�- (� c Z OZ T ....74 J NEW 2"X 8" C.J. •ii L. v cn @ 16" O.C. �\ II n o ' Oz �� • \\ A SECTION p I ALIGN FLOOR OPEN SHELVING 3'-G" `�\ A O w ? r HEIGHTS \ Z LI i_ 1 ifl • o ----ti-_ • .-.-. ____ --- ) 3 - / O - __. I FH t 1 F-- WALL LEGEND: z 11 11 ��Ir- ° �E W LL w/ I ��� D2 ® BENCH S AT =-41r- ---1E55 c;?..-; #1 1. I C� / 2468 I I rr- _, LAS Ti TO MATCH POCKET11-1 1 \\ \I Q • -� ISIfAND _501E4 COUNTEPS / -•' RY �p 6v 1 C II I I'-5 I/2" \\ ,, O 5'O° II AREAS TO BE REMOVED • -.T.- -LT_ --J-I•- 8'-0"CEILING m \ , I �L_J I \\\ \\ t==� _ _� I �j i 3'-4" 4 0 •v r---� rT_-� I _ U 2- 2 X I O C.T.�EXPoSED 2668 MASTER BATHROOM NOTES: Z EXISTING FRAME EXTERIOR WALLS, I _ �\;. _ I- - [� SHEATHING TO REMAIN. REMOVE EXISTING . ! i ♦ 1 �\t wI • VANITY WITH MARBLE TOP; Lo ��� T Q DOWN / \ BEDROOM MASTER BATH WALL MOUNTED MIRROR ABOVE. PANELING THRU-OUT INTERIOR, PROVIDE N \ / �,,� BATH I ALTEED�_-_/ CD n NEW R-15 INSULATION i GYPSUM BOARD• 0 0 . 8'-0"CEILIN�-3'-0" / `'1 / O 8'-0"CEILIN • CUSTOM SHOWER WITH VINYL PAN; v Q /.v I 15 sc Er I C9 \ • J/ L___J 9L3%LIGHL-J J U I BENCH WITHIN SHOWER. TILE/MARBLE ILJ Z t\ _ 0' - v 5.2%VENT 0 :<- I SEE MASTER :D -H- 1 r ---� z 2 $ SURROUND TO BE DETERMINED ALL WALL EXISTING INTERIOR STUD PARTITION \ / m NOTES FOR FINISHIN Q- I i I I SURFACES TO RECEIVE CEMENT J ////// TO REMAIN. NEW 1" GYPSUM BOARD ON PITCHED I z 1 I I o (r)-5-` 0 BOARD PRIOR TO TILE/MARBLE INSTALL. EACH SIDE; USE MOISTURE/MOLD RESISTANT KITCHEN PImaD TURN STUDS 8' O" CEIVIN I O w • i 2_p^ I BEN3G�1,SEAT I v 1 \ FA..S RAF-ERSP ON FLAT -� ` • FRAMELESS, TEMPERED GLASS BOARD IN KITCHEN * BATH AREAS* USE Q 0 -� Z KITCHEN NOTES: F 1 1 • c 2468 I I SHOWER DOOR* ENCLOSURE. o CEMENT BOARD ON ALL AREAS TO RECEIVE TILE 1 I I- wall cabinet POCKET I \ i �- l • KIT HEN LAYOUT FOP.ROUGH i ____I L___I __ over stairs w/ U O 3 01- - + III z'-o" • TILE FLOOR ON MUD OVER SUBFLOOR DESIGN NTENT ONLY. CABINET - I r-T---7--r T -�-1--h` shelves _ ISI II 1 C0 Z f \ N NEW CONSTRUCTION CONTRACTOR TO VERIFY ALL t\� I I • _ \, I �-2-,� I __ I L_____-- `I 2668 0 0 Z \\ I 1 I -r /, ---1 1 • KNEE WALLS TO BE 36" HIGH w/MARBLE DIMENSIONS IN FIELD $VERIFY \\ I 1 I I \ I I I I // �r-1-17 __ I I I CLOSET-co 2"X 4"STUD FRAME EXTERIOR WALLS, CLEARANCES FOR ALL APPLIANCES \\ ILO - I//�' u ' I l I CAP TOPS TRIM DETAIL • Z Z a ��'r::' \`\ I I I I O\,�'EK TAIIR // \ I II // I ��\ 1 1 I �.'�� �� ::S.dtc..:._:::: �n \ \ i . . . u R-15 INSULATION, PLYWOOD / SELECTED. 20'-4° I _ / _ 8 , � - /L 2668 I I o4c \ MASTER BATH DOOR TO o SHEATHING ON EXTERIOR, HOUSE WRAP t I II I ► 11�I�- B� 3 1 _ y � &- - - �I� �- '--" BE SLAB MATCHING NEW *SIDING AS SELECTED;2" GYPSUM BOARD WINDOW WITHIN WALL; I z WIDE PLANK - .r 8") CLEAR OAK ® I' HALL ` I o'-6"CEILING I I a'-2"TRACK f EXTERIOR DOORS; FROSTED W ON INTERIOR SIDE W4 TO BE DETERMINED -t WOOD FLOC)."LNG W/3 COATS 8'-0"CEILING o I GLASS STYLE TO BE SELECTED IL Id POLY SEALER(NON-YELLOWING) I I 2"X 4" INTERIOR STUD PARTITION, __ ,= CONTINUOUSLY THROUGHOUT m 2668 r J -- / w/ I LAYER Z" GYPSUM BOARD ON EACH ;1� 2468 +-7 -t 1 MASTER BEDROOM W = j C j \\\\\\�� ' ' ( l SIDE; USE MOISTURE/MOLD RESISTANT �„qp��f �2�b8 I I • %� NEW LOCATION W3 -' ~ I-O 5 0" 1 O'-0" 2'-3 12 . // y,,BOARD IN KITCHEN +� BATH AREAS� USE 1 / I � % � � ��� 189 SQ Ff. �/ � CEMENT BOARD ON ALL AREAS TO RECEIVE TILE DIRECT VENT GAS FIREPLACE; -' • ® I p 9 3%LIGHT c/tel' 0 0 1 2468 5.2%VENT MAKE t MODEL TO BE DETERMINED. O ° I ® I MARBLE I"x PINE INSIDE DOOR • ALL WINDOWS TO RECEIVE 2- 2"x 8"HEADERS ABOVE INSTALL AS PER MANUFACTURER ZO v 11.1 N `I I SADDLE - SURROUND; STAIN/PAINT TO , ) WITH 6" MULLION BETWEEN ANY PAIR. NEW EXTERIOR N O > 1 BEDROOM ' MATCH CASINGS THRU OUT m (1 DOORS TO HAVE 2- 2"x I 0" HEADERS UNLESS APPLIED STONE FACADE ON - = O I 1 m 10'-6 "CEILING HEIGHT LINE or CE LING 12468 6 LINE OF CEILING CHANGE T OTHERWISE NOTED; MATCH EXISTING HEADER HEIGHTS WALL AROUND FIREPLACE z Q0, ( I 102 5Q.(1. I I CH NCE (� FOR ALL FIRST FLOOR WINDOWS. w ,� L--- u . . . . - o I USTRIAL BARN DOOR ' 1 o I o� 9.3%LIGHTv D ;�I w 8'-0"-C-EtLlNG I Iz W 5.2%VENT I I o _ � 'RDWARE AND SLIDE; BRON . LIVING ROOM = a • z I z o FSI ISH BY RUSTICA HARDWAR i z 0 ca dd APPROVED EQUAL I 11-2" CEILING HEIGHT _1 I c.z\\\� I l 1 L •v ruz O I I 12468 I I I I,cio---7 _ v ws - W a_ Q) 8 N - -- ENTRY _- 1 C\1- o :: • ' 1 m 12068 '=Ito . . z U > O cO v � wII . - z_ o > 00 5'-t O" N %I_Ori - 1� // I'-8�'-� I I O II V 14.0 Z GLOBEf O a N I N wl .wI0j1=7.- w w1wlZL- t-> " - EGRESS "WA PLAT/ EGRESS -I -t--� M i i- I 1--. I D 0 "l / Qzv i - I- C Z I O'-0"(+1-)CEILING I I I I Oc's CO HEIGHT IN FLAT AREA NEW COVERED PORCH /SECTION U O C9 OIli v • • A = -� In s WLINE OF CEILING BREAK I [_ DORMER IN ROOFLINE 1 I : (.1) U z 0 ILJ 6 4"x 4" MAHOGANY V a_ PORCH FLOOR BOARDS 3- 14"X 74" LVL HEADER; 10" SQ. PERMACAST COLUMN TREAT FOR EXTERIOR ELEMENTS / w/CAP * BASE DETAIL ® N I s ?� I u $WRAP AZEK WRAP S�, I ' 77 0 r-4 03 iii° C NEW CONSTRUCTION }+. �~ ir ® E N G 11`l� �, : � err ,•. FIRST FLOOR FLAN ,.._...,.�f6 PAGE: SCALE: 4" = I '-0" ;.... : :_ 12 . 11 . 14 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC . 7209 OF THE N.Y . S . EDUCATION LAW az W 0 U z Q z 51 m d' O N of / 20'-9" / N • / 7-I I/2" 6'-6" / 7'-I 1/2" / W Z PROVIDE VENT 'LUE FOR Q Q BOTH AN INTER OR 4 OUTSIDE C_EAN OUT -� FIREPLACE `� ..„., ..„/ ., , . .. , .';I I FIREPLACE I 1�,/ FOOTING kPROVIDE SIMPSON PHD5 O N HOLDDOWN (TYP. 2) O ANCHORS AT ALL CORNERS VTHROUGHOUT _l E 8" DIAMETER ANCHOR BOLTS Oz PROVIDE BEAM POCKET IN71 WI 7" MIN. DEPTH @ 48" O.C. FOUNDATION WALL; SIZE WI MIN. 3"X3"x8" WASHER @ PLATE • Q AS REQUIRED $TAR ALL ..• rr•�•• ,' SIDES (TYP. BOTH ENDS) • V w o; �' NEW 2"x I O" F.J. a DAMP PROOF PERIMETER @ 16" O.C. OF FOUNDATION WALL f U (TYPICAL ALL AREAS) Q t• � NEW 4" PLYWOOD SUBFLOOR • ;;%- 9'-1 1 1/2" OVER NEW JOISTS. ALIGN FLOOR HEIGHTS THRU-OUT I —1 ENTIRE FIRST FLOOR AREA '4 • ; NEW CRAWL SPACE o A ..� r z °L II 0 NEW 2"x 10" F.J. U R-30 INSULATION I- :• / @ 16" O.C. / I TYPICAL ALL AREAS. ,'° 4" P.C. SLAB IN NEW o' I 121 AREAS in If ch 4'0" / 0� N z BREAK THRU EXISTING z N L _ d Q _> FOUNDATION WALL FOR -; Q u U 7 >- - ACCESS BETWEEN AREAS - w EXISTING STUD FRAME WALL (n c Z O N °L BETWEEN BASMENT$GARAGE; \ — ' — c6 - - 3 2' DIAMETER STRUCTURAL x - l'jI PROV. NEW R-15 INSULATION Z c6 U .p, SI STEEL COLUMN BURIED IN - U $g" FIRE RATED DRYWALL -; Q • — ' — 47, 0 N0 FOUNDATION WALL LEGEND: 24"X 24"X I 2" POURED z O • `L = w O CONCRETE FOOTING (TYP. ALL) Q O °L — - EXISTING CONCRETE WALL _ uE © --Ix ~ 2"X 8" PERGOLA TO REMAIN •NEW 3- 9 2" LVL DROPPED GIRDER' l \ I J z CROSS BEAMS N -IN — 8" POURED CONCRETE T 1a-I" / Io I" / °' N FOUNDATION WALL N w aU NEW PERGO ` OVER • WITH I'-4"X 8" FOOTING; REMOVE EXISTING STAIR; - 3068-PROVIDE 45 MINUTE — GARAGE ENT-1' U 3'-0" BELOW GRADE / 4-9 I/2 / FIRE RATED DOOR WITH FRAME IN WITH 2 X I O F.J. r- I- r 7 -1 -r Z TO MATCH EXISTING 1 I SELF CLOSING HINGES — . U i�__1 i I DOOR SWEEP VERIFY FIRE RATED DRYWALL • U LPI ON CEILING OVER GARAGE — • N 0 1' I Z v Ln EXISTING DROPPED GIRDER TO REMAIN L Ii w W Z ILD VERIFY INTEGRITY OF EXISTING ILJ J m LALLY COLUMNS * FOOTINGS. 0 EXISTING GARAGE Q z O REPLACE AS NEEDED WITH "' - TO REMAIN = z STRUCTURAL COLUMNS $ z dEL. U Z o ®r H FOOTINGS AS SPECIFIED EXISTING BASEMENT — Q g O } b TO REMAIN ooe k) o x o_ _1- z X O X O N a_ NU NCS N@ N z z O ZO z _° ? s F- F- to - t0 - — . W n - v NEW CARRIAGE SME — ' Q -) '< O N. PROVIDE ACCESS INTO ♦ GARAGE DOORS IN PLACE PROV. EPDXIED#4 STEEL &I -0 THRU EXISTING WINDOW OF EXISTING 8' 0"X 7' 0" — . — - NEW CRAWL SPACE OPENING REBAR VERT. @ I 2"O.C. \ z @ / 2- :"x 8" HEADER; INTO EXISTING FOUNDATION Z\ J Z.— I"x RAP FINISH WALL$ NEW WALL ABUTTING ��� c9 - (TYPICAL ALL AREAS) Q 2 1-1" / j — O 8 1 3 J / N , STRUCTURA BRACKET U ._ s �I ^ ATTACHED TO WALL I- 2"X 8" ACQ LEDGER BOLTED ALIGN HEADER Z TO HOUSE FRAME WITH 5" "LEDGERLOK" SCREWS @ 16" O.C.; OU HANG D.J. FROM LEDGER WITH "-iU U SIMPSON LU28 CONNECTOR Z N Z o iii Oo O w W 6" X6" POST ON I2" ZOZn Z U' '' CO V SONOTUBE W/POURED ,9"-! -6" -6" /9 OLTLINE OF NEW COVERED C� Z > CO N @� EPJ-RY PORCH ABOVE 0 CONCRETE FOOTING -. - 2"X 10" ACQ GIRD ix 10" RIM BOARD * PANELS Z J -6 20"X20"X I' 0"d. I - : D O U Cr) TO GRADE w/TRIM DETAIL (TYPICAL ALL FOOTINGS) . • �I_ ` I T z ((� U tns co. az U 0 E C NEW CONSTRUCTION CO U / 21.-0. A- 2P-9. / ii----eNI ,L7,- 't S.49 7' U U FOUNDATION PLAN W SCALE: i = I '-0" !'_.� , ..... '(-1.' CIENG 1 /__ 'N. 'so ai" rte" a 7a. ' 400 '' PAGE: • 12 . 11 . 14 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC . 7209 OF THE N . Y. S . EDUCATION LAW • • w 0 U z Q z 52- co . O Sai v, N lLl Z Q * / � I - '� ROOF NOTE: —I i , I GAF 30 year architectural asphalt Q" roof shingle over entire roof area. �/ --I'-o"/- F .OVIDE FLASHING 4 CRICKET I 5# felt over 8" CDX Plywood 0 AT CHIMNEY INTERSECTION N sheathing with Ice $ Weather Shetld 0 6 ,,,_\ - at all perimeters and valleys. J DOUBLE RAFTERS El HER / T 11_ o SIDE OF DORMERS RUNOFF NO E 0 Gutters continuously around; �i 2"X 8" C.T. Leader locations as per Q / @16 O.C. / installer - all leaders drain to CD 1 @ X I OCR / I 4i, W6 G" 0 PVC pipe to new drywelis. Q SECTION ' SECTION U I B r / 2"X 8" SHED R.R. - B , RUNOFF CALCULATIONS: Q n �`. @ I G" O.C. / �.r 2 157 x . 167 x 7.5 = 2,701 gallons Requires (3) 8'-0" x 4'-0" rings (or equal) ' ai •w I2 . . 12 0 � . • 18 E2 J ADJUST SOFFIT OVERHANG t--103 / (TO DIMENSION OTHER THEN SHOWN) �I,_o, ON NEW CONSTRUCTION AREA TO — 2"X 10" R.R. ALIGN WITH EXISTING REAR FASCIA LINE SECTION x @ 16" O.C. A ANI- ,..4 0N c_ — 121 m i 2"X 8" C.T. 8 .t Qo7575 @ 16" O.C. u • O n 2' X 0.. R.R. 'St- 122 4-1 > - d L @ Ir6" O.C. -- L� n2 z I s o — I I I cp Q cn = z i �" � z NO2 P � t_ ca U 11, v z � '< � U to �� - 6 o i _ EXISTING SHEATHING $ • I cz `� — k ROOF MATERIAL TO REMAIN • vu E_'� O _au �� x — — x U 5 — P05I END OF U oZ `J ` EXISTING RIDGE Z N e — II IDGMjff 0 2 � �0 I__rivU 400 % O `� U oG /bx 'D� —� 14" X 118" LVL RIDGE x — W /w @> Q i oC _ oC SHADED AREAS SHOW NEW I 'L - �N `� z „ 12 //7.77 ROOF FRAMING TO EXISTING (f >-- z o o� / \ z w m w . —m 2 a o v ROOF STRUCTURE L PCr) te_ 0oU O �� o w I— _ �cr-) 0 / E ° * o `0 �0z U z oZ CO �D 12 m O & U z z — i\1@ro 12 oC x — —128 Oo . _ d — E5 �5 � Q N © oN NEW DORMERS WITHl o U O — 12 O z w NOTE: CLERESTORY WINDOWS (.n cn N �p �-7 2 e � N L DIMENSIONS FOR ALL SHED INTO BEDROOMS IL J � � x — co _ E 0 DORMS OVERH GS • x — N dU D o 4" ALIGN WITH FIRST c\I Ua _ p cnFLOOR WALL BELOW - n -d. 5 I I ®/ / — J _ . EDGE OF EXISTING ROOF — OVERHANG TO REMAIN 01 If II 7'_2" / 7.6" / 7'_2" / 4'-8 1/2" / 1 2 /SECTION L� 0 4„� —15 4.. S A z N �/ /. 62 co _-1 - _ ... . o � � SE C ON'.. < z lf - c %% 2 0 ___.. co / 21'-8” / v) 0 ROOF FRAME PLAN i---; NIy ? semSCALE: 4" = I '-0" , ° 'ta`V CnENGji- " § '�. g. ' Y .,.. .. PAGE: 12 . 11 . 14 5 _ UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC . 7209 OF THE N.Y . S . EDUCATION LAW GENERAL NOTES: LLI ELECTRICAL NOTES: o • The information on this set of construction documents is to relate basic design )- intent intent and framing details. They are intended as a construction aid, not as a . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include Z substitute for generally accepted good building practice and are in compliance with pp current New York State building codes. The general contractor is responsible for installation of fixtures specifications as indicated on plans. Light fixtures to be supplied by z providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install EXISTING RIDGE finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code TO REMAIN 51 CD by a licensed electrician. All new switches 4 outlets to be Levition, standard, supplied 4 installed • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. interaction between trades. NEW 8" PLYWOOD SHE' .. • ROOF SHIN ,.••. - �, r • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: _t II or exceeds current federal, state and local codes, ordinances and regulations, etc. 2-z" C.B. THRU C.T. 4 R.R. j 6„ 0.:6-E- z These codes are to be considered as part of the specifications for this building plan. . All lumber is to be Douglas Fir N2 or better at 16"on center (TYPICAL BOTH ENDS) 5t1Ec R.R• @ / _ 1- ii 8" / F • If in the course of construction, a condition exists which disagrees with that as FALSE RAFTER TAILS _._, NEW 2 • X / R-30 INSULATION X/Sr/N c • All wood framingin contact with concrete or masonryis to bepressure treated. 'ACQ'designation indicated on these drawings, the contractor shall stop wiDrk and notify the designerg / NEW 2"X 8" C.T. I " /I� 4 the engineer immediately. Should he fail to follow this procedure and continue work, refers to current arsenic-free treated wood standards and shall take the place of'CCA' f ' / @ 6 O_C. tuu •��� he shall assume all responsibility and liability arising therefrom. 2- 7 q" LVL HE' 1 wir 'Bi*• N • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include DORMER . n!"0.1 / ' 'G T @FLUSH HEADER O kb, f� • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas I _ _ _ EXISTING CEILING BEAMS TO BE REMOVED _ r^ W - i CEILING BEAMS TO REMAIN ( , Q • The designer has not been engaged for construction supervision and assumes no • Structural Steel ASTM A36- FY= 36 KSI = - L_ responsibility for construction coordinating with these pldns, nor responsibility for I i -l }- construction means, methods, techniques, sequences or proceedures or for saftey NEW FASCIA 4 SOFFITS w/ i• r r z precautions and programs in connection with the work indicated. There are no • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, C�INT NUOUS GROOVE w = i warranties for a specific use expressed or implied in the use of these plans. etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be 2"X 4" INTERIOR �'� p p p p nailed/bolted in accordance with the manufacturer's specifications. V:NT :EADBOARD a_ N z STUD PARTITION \E./ • O / in ID • Contractor to provide hardwired smoke detectors, with battery back up, and with = HE Z no intervening switches, on all floors and in each bedroom'. Verify with local code • All floor sheathingis to be AC type plywood, tongue 4groove and shall beglued and screwed to 2- 2" 8" HEADERS W ,� MASTER BATH f requirements as per Section R3 17 New York State Residential Construciton Code. yp pYw g = z 10 �.J A:0V WINDOWS w/ the floor Joists(6"o.c. edges 4 1 2"o.c. field) 3 P N b Install carbon monoxide detectors as per code. C'20 STRAPPING / o GYPSUM BOARD IN ALL°o o_ - MOISTURE RESISTANT W (J�FOUNDATION NOTES: Solid blocking is to be installed every 8'-0" max. or mid span of all floor joists with spans exceeding EX STI' G 2"X 4"STUD D I- 8'0". Blocking is to be installed at all point load bearing points. l BATHROOM AREAS W°LL' TO REMAIN. cp • General contractor to review plans, elevations and details to determine • Ni 15 INSULATION TILE FLOOR ON MUD '- -I - ZI Install double joists under all partitions running parallel D IYW'LL ON INTERIOR; intended heights of finished floor above typical grade. EXISTING SUBFLOOR OVER PLY. SUBFLOOR Q N 'IDING ON EXTERIOR fl �l I I r•� • All exterior wall headers to be 2- LVL's as indicated on floor plans 4 sections and all interior L N s i ) EXISTING F.J. ����� R-30 INSULATION • `:J • Footings shall bear on undisturbed soil within bearing capacity of I.5 tonstsg.ft. headers are to be 2- 2"x 8' unless otherwise noted. All headers exceeding 5'-0"shall have a double w jack stud with a single king stud 4 on exterior walls provide double sill plate(typical). 1 MI J Q • Concrete shall be FC = 3,500 PSI @ 28 days Q U • Concrete on 4"sand or gravel fill minimum, with 6)410/I 0 welded wire nesh • Provide insulation baffles at cave vents between rafters and soffit vents as indicated I reinforcement, Interior slabs to be placed on 6 mil, stabilized polyethylene vapor on plans GARAGE IN BASMENT barrier. Welded wire mesh is to be placed in the top third of the slab and is to be • Exterior flashingis to be adequately installed at all connections between roofs, walls, adequately supported by precast concrete bar supports to assure that the reinforcement q y EXISTING STRUCTURE FOUNDATION is held in position during concrete placement and finishing• chimneys, projections and penetrations as required by approved constrction practices. WALLS, FOOTINGS GIRDERS, FLOOR PLAN NOTES: COLUMNS SLAB TO REMAIN • Isolation joints are to be installed between the slab and the walls. Use preformed UNLESS OTHERWISE NOTED joint filler that is to be cut 1/2" below the slab surface and the resulting joint is to be filled • • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS with an elastomeric joint sealant. • General contractor to install cop-r-tex(or copper') sheet metal termite sheilds • All interior walls to be covered with i"gyspusm board with metal corner reinforcing. All u u between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, including gypsum board, screw,joint compound,tapes 4 trim shall be U.S. > Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final 4' ,+ .r ` E. L • Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and f._ ,; .� excavation is not to be backfilled prior to the installation of the floor framing. spackled, 3 coats, ready for paint. ' N t. ti ca BUILDING SECTION "A" -' 0 • Insulation ratings and installation locations as indicated on floor plans 4 sections , / O PLUMBING HVAC NOTES: II f • All plumbing work shall be done by a duly licensed plumber and must conform and adhere • Walls common to garage and house to have a layer of 8"fire rated gypsum board at SCALE: Iii = I '-0" 0" " �'�` N to all New York State building codes 4 saftey requirements• garage side with 5'-0"return on adjacent walls 4 ceiling. Provide 2 layers of f"fire rated 4 f '� In gypsum board on all engineered lumber as required by manufacturer specifications °;r^r > • If wall plates or joists are cut during the installation of plumbing fixtures or equipment • \,` C) - }, ti'i • All bath 4 kitchen area walls and ceilings adjacent to wet areas to have water resistant � � Z � contractor must provide appropriate bracing to tie framing back together. g j •� _ drywall, and provide wonderboard for all areas set to recieve tile. Z in • Baseboard heating is to be hot water and zoned. Plumbing contractor is to 12 . 11 . 14 , U adequately size the system and place the baseboards in�n unobstructive location in each room .� U i required to recieve heat. Minimum of one thermostat for each zone will be required. c_ to "u rm NAILING SCHEDULECO 00 2 O • Mechanical subcontractor is responsible for adhering to all applicable codes and saftely requirements. 2001 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL • • HVAC subcontractor to fully coordinate system data 4 requirements with the J©{NT DESCRIPTION NAIL QUALITY NAIL SPACING equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review 4 approval. ROOF FRAMING � RAFTER_., . -0W...._L:.......................... PER RAFTER .........__._............_.............-.........................._...... UPr'ER SHEARWALL • r l" BOLTS \ �. TYPICAL HEADERRAFTER U CHORD I� �� 3/8UB YWOOD SPACER TOTOP PLATE TOE NAILED I 0'-0"WALL:- 8d PER. z CORNER BRACKET i I I I �\� CEILING JOIST TO TOP PLATE .TOE NAILED 8'-0 WALL: -Sd PER JOIST CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS ANCHOR BOLTS I I . IID: OR A5 PER PLANS .. ... ..... ,�* 6mm BENT STEEL PLATE •I ...... ......_..... t............ ..._.....................,. .. .,. .. l©'-0��WALL:4-Sd ... PER JOIST .... ... .. _ .. ..... ._ ..__.......... " c0 r L ONE OR TWO SIDES I Im MT524C RAFTER TIE CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP �,�� .".I L1 ., ANCHOR BOLT I I ' I BY SIMPSON OR EQ. i(� 011°11-::Iiir%''''' I �!��� I IIIIITYP,AT WIN. HDR. CEILING JOIST LAPS AVER PARTITIONS FACE NAILED5EE TABLE 3.7 EACHLAP zt9 a � WOOD HEADER/WOOD BEFIM II II I) II II �� LI--� 1\• 1, < .." I �qy� COLLAR TIE TO RAFTERFACE NAILED 5 TABLE 3.4 PER TIE// A \ /iyN REFER TO FLOOR PLAN R.R. AT 16"O.C, AS PER PIANS `— -THREADED RODw .II BLOCKING TO RAFTER7OE NAILED2-8dEACH END chNOTCHED RAFTER a ��� �� WALL TO FOUNDATION i, I (2)2"x6"JACK STUDSRAFTER % ),\I I )1 L1�2'k6"KING STUDS _ _I� L DBL.TOP PLATE AT RiM BOARD TO RAFTER END NAILED 2-16d EACH END U RIDGE ., \ RIDGE ./1 \ • II DOUBLE PLATE HEADER DETAIL (TYP TO BOTH SIDES) 1' i_ AT SIONGLE ND FLOOR OR Q A • r rr.- /��\ NOT TO SCALE I II — — I WALL FRAMING , Z o TOP PLATE i O TOP PLATE FACE NAILED 2-I Gd PER FOOT >-:, �\` E— ANCHOR• CORNER BRACKETCORNER HOLD-DOWN DETAILII III I I I/4"X24 20 GAGEII / " \ r — • BOLTS N.T.S. • HEADER STRAPS TYP. TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SiDE U LOWER SHEARWALL METAL HOLD- II II III ..�o. III II AT 2ND PLR.EXT. 0co DOWN STRAP o�,aro STUD,TO STUD FACE NAILED 2-1 Ed 24"©/C U z SHEARWALLTOSHEARWALL II II III— ••I II WALLS HEADER TO HEADER FACE NAILED IGd I6'0/C ALONG EDGES TYPICAL RIDGE TO RAFTER STRAPPING TYPIGAI RIDGE SEAM TQ RAFTER STRAPPM_ 38-16d SINKER wr I I,• 2"X6"WALL FRAME @ I G"O,C. „ •,„•,•„„•„, , , . , Z ZSHEARWALL HOLD-DOWN DETAILS NAILS AS PER �3-2"X4"WD STUD II II II=:—:=:=II If ...... ........ -- .................... TOP OR BOTTOM PLATE T©STUD•,.,., END NAILED 2-16d PER 2X4 STUD o N.T.S. MANUFACTURER @CORNERTYP. ru II �.. I I/4"X24"20 GAGE DESIGN LOAD CALCULATIONS Ui j NAneo JACK STUD STRAPS'TYE. 3-16d PER 2X6 STUD IL. AT 2 SIDES OF OPENING 4-I6d PER�a£i STUD (� N rorrnoN 2"X4"SILL I _,...,............:..............,. ...,....,..,,.....,..... .., ..,,... ... ._ � , PLATE MINIMUM UNIIO,t;MLY DISTRIBUTED LIVE LOADS(lb,f) BOTTOM PLATE.T©FLOOR JOIST; L1_1 RIM JOIST TYP. -' T � i RIM JOIST EX DA CONIES ti0 BANDJOIST,f`4J0 J015T"OP,[3011 05 FACE NAILED 2-;6d • -11 1 PER FOOT RAFTER 11144•1; PROVIDE 1/2'SPACING , � ��I IDBL.SILL PLATE I,I,IIIIC G5 40BETWEEN THE END STUD -,AND THE 2 OTHER STUDS ��'III II/4"X24"20 GAGE .t aFOR ALLOWING I ANCHOR BOLT �' ' % (1)#4REBARIN ATTICS IT :OUT STORAGE30 FLOOR FRAMINGRAFTERe I �I I IIHEADERSTRAPSTYP.CONNECT CORNER STUD SHEARCONE-MIN. 111 I AT EACH STUD ATTICS 1.IT,, 570RAGE4O JGilST TO SILL,TQP PLATE,OR GIRDED. TOE NAILED a-8dPE?JOIST S ' ) HOLDDOWN INSTALLATION I/i/ F�STN W TH 2H16dR IP 12"LENGTH ITOP PLATE / e ( ) ��ra _ ROOMS(OTHER THAN SLEEPING ROOMS) 40 BRIDGING TO JOIST TOE NAILED 2-Sd EACH END O\' I \�/ COMMON NAILS @ 6”O.C. 30"MIN, FOUNDATION SLEEPING ROOMS 30 BLOCK rIG TO JOIST TOE NAILED Sd EACH 6LO 1, 2 TOP PLATE \ / REBAR LENGTH �I wnu TYP. WALUH FADER BLOCKING TO SILL OR TOP PLATE TOE NAILED a \\;� ' WALT-STUD �� 410 SIDEWALL a / 1/2"MIN. NOT TO SCALE WALL STUD a �� ENDWALL 104 FROM CORNER CRITERIA FOR CALCULATION OF DEAD LOAD LEDGER STRIP TO SEAM FACE NAILED 3 16d EACH JOIST \� ACTUAL WEIGH-1E,Qt- MATERIALS REFERENCED (0 A.I.A.- JOIST ON LEDGER TO BEAM TOE NAILED 3-Sd PER JOIST TYPICAL RAFTER TQ WALL STUD CONNECTION , ALTERN- :•a _: • ,i;._ T • •k _ I•N SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR, TYPICAL WALL STRAPPING DETAILS ARCHITECTURAL GRAPHIC STANDARDS BAND JOIST TO JOIST ENO NAILED 3-16d PER JQ15T ,,. BAND JOIST TO SILL OR.TOP PLATE TOE NAILED _.___....._..._ -- .. .____...` 16d ,_. . ... PER FOOT ____________. ... .__ ... . l�%� NOT TO SCALE �NOIN •' - 2ND.FLOOR WALL STUD le KING STUDS GROUND SNOW LC7Af) t 5 lbs• G O 0 v C ROOF URAL PANELS . ......:..... z , >,C�./V•� LS U / ' �, . 2ND.FLOOR PLATE � CRIPPLE STUD a G a E , " " A _Qj CO N v ,...1 �.FI jM;, 4'P RIMFTE .EDGE ZONE- 16 ©JC• 6 AT PANEL L E©GLs 12 Wii: wooDJolsr WOOD I �, SUBFLOOR ,�I N , GENERAL WIND PROTECTION CONNECTION NOTES O h a �` RIM BOARD , `1 DESIGN CATEGORY B 3d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O A _Z U — 00 / I ' oo JOIST �I\I HEADER a Adapted from Standard for Hurricane Resistant Residential Construction; SSTD , m BLOCKING ` a ' �` i F " F N n111 �'II II JOIST HANGER II �I i' IM�RiOROM1IE • I E 0/C - 6"AT PAD,EL EDG 5 A:"D !2 AT Z• ( / 1ST.FLOOR TOP PLATES \I`I\/ JACK STUDSIII �` I0 99 and 2001 SBC Hlgh Wlnd Edition Wood Frame Construction O1p ` �� I I Fasteners and Connectors for Wood Frame Construction WIND Sd INTERMEDIATE SUPPORTS PA THE PANEL FIELD Z I-- O �I GIRDER/HEADER 1'I�I a � ` II 1`�yIi ° FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O'ON EACH GIDE CF THE ROOF PEAK,THE 4'-0"PERIMETERW JWOOD GIRDER ��� i• '\�% ''� ' W(ND SFEED 120mph 0 (�WOOD JOIST _ a 1ST FLOOR WALL STUD i; EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.�� II �a I" I . A continuous load path between footings, foundations walls, floors, studs and EXPQSURE CATEGORY B . , , , Z n U( TYPICAL HEADEJ3_CrONNf;C�T1QJJ roof framing shall be provided. Q z — CEILING SHEATHING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA — 0 m JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERIHEADER _ 2. Approved connectors, anchors and other fastening devices not included in wCATttf°RING, tVE- F GYPSUM WALLBOARD 5d COOLEPS 7"EDGE I !0"FIELD W U 0 in U • TYPICAL MULTI-STORY CONNECTIONS the Standard Building Code, Table 2306. I shall be installed in accordance with FROST IlN Di`:F'rt1 3'-0" _ AO- Ln - 1ST.FLOOR WALL STUD la manufacturer's recommendations. FERMIfE MODERATE TOhlEAVY WALL SHEATHING (1) U I STRUCTURAL PANELS 8d 4' EDGE ZONE- I C"0/C- 6"AT PANEL EDGES AND I2" DECAY• SLI.,HT TO MO1LF'ATI. AT 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the WINTER I:':46x1 Te r. �; I INTERMEDIATE SUPPORTS IN THE PANEL FIELD 1ST.FLOOR PLATE sa weather or subject to salt corrosion in costal areas, shall be stainless steel or SUBFLOOR !�� SILL GASKET J IC[ :,-A HUD UNDER- R:,MK'MA',�UFACTUrstR'5 8d iNTERi©R ZONE- I G"0/C -G"AT PANEL EDGES AND 12"AT .\,� & hot dipped galvanized. LAYMENT REQUIRED SPECIFICATIONS/STATE CODE INTERMEDIATE SUPPORTS IN THE PANEL FIELD (4-----,® O N I Z ?�WALL STUD aWALL STUD a RIM BOARD \r TERMITE SHIELDBOTTOM PLATE BOTTOM PLATE �`� a I' �� FLOr?D 1+.A7A.CD; Ff13ERF3JA'5D PANELS i/i G" Gd 3"EDGE/G"FIELD Lo)BATHTUB ��6� �4 SUB FLOOR A� — a DOUBLE SILL PLATE \��i\/ DBL.SILL PLATES ���a 4. Where windows and doors Interrupt wood structural panel sheathin and `('o g 2 513 2" 8d 3"EDGE/6"FIELD li ��,,�I DOUBLE JOIST aI ``•�i; II (TO OVERLAP JOINTS) \1,,,�� sidin , framin anchors or connectors shall be rovided at the to and bottomDOUBLE JOIST e ` III FOUNDATION WALL L• �'' g g p p J(/ \' �... GYP5Utv1 WALLBOARD 5d C©©CEPS 7"EDGE J I D"FIELD ,� I II a �' FOUNDATIONN/ALL a of cripple studs, header studs, and at least one stud at each side of opening, TABLE R30 I .6 I �� Sd 4'EDGE ZONE t 6"O/C- G"AT PANEL EDGES AND 1 2"AT Q'+ IIII 'III 5. Ridge straps shall be attached to each pair of opposing rafters except where ALLOvs'AEsLE DEFLECTION O=STRUCTURAL Mf MCf3[R.`r HARDBOARD INTERMEDIATE SUPPORTS!'J THE PANEL FIELD hhl��----1111 collar ties of I x6 or 2x4 lumber is located in upper third of attic space and STRUCTURAL MEMBER ALLOWABLE DEFLECTION 8d INTERIOR ZONE- 16'0/C - 6"AT PANEL EDGES AND 1 2"AT ei] R-• ti DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS,_, 1ST.FLOOR TO FOUNDATION CONNECTIONS_ ILL PLATES TO FOUNDATION ANCHORING attach to each pair of rafters. F ttCr4av s,tmn 5'c;f�es grzatcr L/180 . INTERMEDIATE SUPPORTS IN THE PANEL FIELD �,, 6. Uplift connectors shall be provided at each rafter bearing. than 3/!2 with no fini< r... ceil-ng ® ENG.L � attached to rafters FLOOR SHEATHING 7. Floor to floor hold-downs to beprovided every48, and everyI6" within 4' p,r /18C) ntericr walls Liners H STRUCTURAL PANELS- !"OR LESS ©d 6"EDGE/ !2"FIELD of exterior corners. Floors 4 plastered ceilingsL/360 All ether structural rnemebers L/290 ' Nailing requirements are based on wall sheathing nailed 6 inches O.C.at the panel edge. if wall sheathing is railed 3 inches 0.0.at the panel edge to obtain 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the OO•ter+n-walls with pt:a,,ter or H/360 higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors, such as shear plates,shall be used to maintain the PAGE: foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3"x stucco finish• load path: 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 Ex;:eno-walls-wind loads w th L/240 Inches of each end of each plate. Anchor bolts shall have a minimum embedment brittle finishes ' When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to !-16d na,t per foot. of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located Extcnc'walls-wind loads w•th UI 20 ' Corrosion resistant I i gage roofing nails and I C gage staples are permitted,check'let for additional requirements. within 12 inches of corners and at spacing not exceeding 4 feet on center. flexible finisi:e5 I I 6 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC . 7209 OF THE N.Y . S . EDUCATION LAW OL w D U z Q z >- m (I) 1- z OCV r- N (.3 118" LVL RIDGE; GAF 30 YEAR ARCHITECTURAL • W1-- SIMPSON CS20 ASPHALT ROOF SHINGLES W/ 15# U) CONNECTOR(TYP. ALL) FELT OVER 8" CDX PLYWOOD WITH ICE S WEATHER SHIELD @PERIMETERS APPROX. RIDGE HEIGHT z 4 VALLEYS —. .— N 12 4i5- 1--- \6 12 8 n �K °C F� 2 " C.B. THRU __I X6 5NtO 7/ / `'-I'/O, C.J. 4 R.R. (TYPICAL) w 2"X 8" C.J. @ 16" O.C. '@ R 30 INSULATION NEW VAULTED CEILING 0 _Yy '// VENTED BAFFLES —• •— \L I/ NEW FASCIA 4 SOFFITS / OC WITHIN PITCHED AREAS z ADJUST OVERHANG SO 6. II �� QI HEIGHTS TO ALIGN WITH �4, ' SIMPSON h7 CONNECTOR '' EXISTING REAR FASCIA LINE �ii •— (� 2- 2"X 10" C.T. EXPOSED *WHERE SHOWN O PLAN �i Al FASCIA; SOFFITS w/CONTINUOUS -• GREAT ROOM WALL PLATE \ Q Fi GROOVE VENT BEADBOARD; U 2- Si" LVL HEADER i� 1"x6" FRIEZE BOARD DOOR HEADERS D . '— @SHED DORMER —' uu 2- 2"x I O" HEADERS ABOVE -- 2" GYPSUM BOARD NEW DOORS; C520HEADERS STRAPPING , I 6'1 TYPICAL ALL AREAS i ,I1110 ____, GREAT ROOM 12"X 4"STUD FRAME @ 16"O.C. R-15 INSULATION, g" PLYWOOD _ , SHEATHING ON EXTERIOR, HOUSE `D WRAP 4 SIDING A5 SELECTED — L-6 1/2" NEW 4" PLYWOOD SUBFLOOR 2"X 6" ACQ SILL PLATE ALIGN WITH EXISTING _ OVER TERMITE SHIELD SUBFLOOR-ALIGN TO EXISTING KITCHEN _ ��• 30 INSULATION ���1�1� 2"x 10" F.J. @ 16"O.C. OVER SILL SEAL; L PROVIDE SIMPSON CS20 D ill n W/ LPT4 CONNECTORS GRADE GREAT ROOM m N CRAWL SPACE 3- 9 z LVL DROPPED GIRDER A @ a� om 8" DIAMETER ANCHOR BOLTS �' I W/ 7" MIN. DEPTH @ 48"O.C. 0 in F,; 4" POURED CONCRETE l.. W/ MIN. 3"X3"x8" WASHER @ PLATE N MI 3 2 DIAMETER STRUCTURAL -. FOOTING DEPTH @ SLAB ON COMPACTED FILL STEEL COLUMN BURIED IN NEW 8" POURED CONCRETE > 24"X 24"X 12" POURED _ 't CONCRETE FOOTING FOUNDATION WALL W/ - p — 1'-4"X 8" d. FTG.; PROV. U )- ' 2- #4 REBAR IN FOOTING = z (TYPICAL ALL AREAS) • u BUILDING SECTION "B" m � o SCALE: 4" = r-0" • •U z N . U in Z NEW I 1 8" LVL RIDGE; W — [9 SIMPSON CS20 CONNECTOR(TYP. ALL) J m NEW I I R" LVL RIDGE; 2 SIMPSON CS20 CONNECTOR(TYP. ALL) /• i� 12 8 IInn • 2 v J „ t. • x• 8 ShE R.i . 0 • • aa aa sa aa aa aa aa a a a a 1, ����. _ Q U v v a N A 4 N N N y v N v 4 ••I txl% 2"X 8" C.J. @ 16"6.-6-:-,R:'30-INSULATION rIRN z z — I / / I i 2- 9 2" LVL HEADER UI o / /. @SHED DORMER —^ /' / • Il2"X8" P�... NFA, 12 (, 1 cn / / -�\^ CEILING BEAMS @ /6,,,, -;-/0---15 FASCIA, VENTED SOFFIT W Yv1 1 . - • W` I OUTLINE OF EXISTING FRONT\\ I��' 16"OC OC e C� 8'-0" PLATE HEIGHT @ SIDES OF ROOM I i WALL, CEILING, RAFTERS BEADBQARD CEILING i. 4"X 10" CROSS IT ES - i' GYPSUM BOARD SOFFIT, ALL TO BE REMOVED _—s MA_PR) - I 3- 14"X 74" LVL HEADER; 3 WITHIN ROOM whER4*hOWN TYPICAL ALL AREAS CROWN vIOULDING PLATE ABOVE. AZEK WRAP N Z FINISH J z.,V-'?:," o g 10" SQ. PERMACAST COLUMN GREAT ROOM KITChIEN LIVING ROOM o = w w/CAP BASE DETAIL ALIGN FLOOR o f.PL z, ALIGN FLOCK NEW 2x I O FJ @ 16' OC; • HEIGHTS I SIT ON EXISTING SILL PROV. N a"X 4" MAHOGANY FLOORING CONTINUOUS SOLID BLOCKING - UD O " PLYWOOD SUBFLOOR I I v ��� V _ }� PROV. h4 CONNECTOR Z N U, I I I II I I R 30 INSULATION co CO v I I ► t Ia i j I EXISTING 2x I O F.J. ISI > > I x10" RIM BOARD, CONTINUOUS W U N _11, "" 2"x 10" F.J. @ 16" O.C. -�'� 2"X 8" D.J.@ 16"O.C. $ RAISED PANELS TO GRADE UI �� EXISTING GIRDER z O - 0 00 COLUMNS TO REMAIN CRAWL SPACE 2- 2"X 10" ACQ GIRDER Z 0 co NEW 3-A9 LVL DROPPED GIRDER O — O \ _�GRADE BOLTED THRU POST Z Lu J - 7 3 " DIMETER ''TRUCTURAL z u O N m Li STEEL COLUMN BURIED IN zzU § � 24"X 24"X 12" POURED I '. AB SERIES CONNECTOR O m CONCRETE FOOTING (TYP. ALL) .. u NNs. 6x6" POST ON 12"SONOTUBE W U 0 • w/ POURED CONCRETE FOOTING = s 20"x20"x12" DEEP (TYPICAL PORCH) (n U I _ u ® eNI,L ? .QS � BUILDING SECTION "C" ° r--- - . SCALE: -,Lt" = I '-0" " rsl \„'.;"'f . ?'- ---, ' i am ' ‘-' (>_...-- ® ENSt PAGE: ''',•.:-.,,,: •: -.'vt. 12 . 11 . 14 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC . 7209 OF THE N. Y. S . EDUCATION LAW