Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
39783-Z
3s p��fFoLi `fir, Town of Southold 8/11/2015 0 �"`'° P.O.Box 1179 .( 53095 Main Rd 'Go 4:''' ,:o. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37709 Date: 8/11/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 640 Diedricks Rd, Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2015 pursuant to which Building Permit No. 39783 dated 5/19/2015 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: one family dwelling with recreation room in basement, screened porch, covered porch and roof deck as applied for. The certificate is issued to Fisher, David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0007 8/5/2015 ELECTRICAL CERTIFICATE NO. 39783 5/19/2015 PLUMBERS CERTIFICATION DATED 6/4/2015 Walter Marczewski ti A o ' ed_ nature 53'4'L"' TOWN OF SOUTHOLD ��4 14 ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE ,, 04,i) �,� .o 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#: 39783 Date: 5/19/2015 Permission is hereby granted to: Fisher, David 1500 Brecknock Rd Apt 318 Greenport, NY 11944 To: Construction of a New Single Family Dwelling; Dining Room, Kitchen, Great Room, Entry, 3 Bedrooms, 2 Baths, Loft, Mud Room, Screened Porch, Covered Porch, Deck, Cellar Entrance, Recreation Room, Basement Storage, Mechanical Room, as applied for. Replaces BP# 37711 At premises located at: 640 Diedricks Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-25 Pursuant to application dated 5/19/2015 and approved by the Building Inspector. To expire on 11/17/2016. Fees: PERMIT RENEWAL $935.20 Total: $935.20 i i :uilding Inspector fF TOWN OF SOUTHOLD �o �U�F�I�{eo„>„ BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 'LL 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#: 37711 Date: 12/27/2012 Permission is hereby granted to: Fisher, David 1500 Brecknock Rd Greenport, NY 11944 To: Construction of a New Single Family Dwelling; Dining Room, Kitchen, Great Room, Entry, 3 Bedrooms, 2 Baths, Loft, Mud Room, Screened Porch, Covered Porch, Deck, Cellar Entrance, Recreation Room, Basement Storage, Mechanical Room, as applied for. At premises located at: 640 Diedricks Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-25 Pursuant to application dated 10/5/2012 and approved by the Building Inspector. To expire on 6/28/2014. Fees: CO -NEW DWELLING p- $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION Yz $1,870.40 Total: $1,920.40 . 7(/e4Ale 4:1/ Building 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. S123/1/2- New 123/112New Construction: V Old or Pre-existing Building: (check one) • Location of Property: t't 0 0 L CAfl&s 0>2 t-7. qv House No. Street Hamlet Owner or Owners of Property: bpt V 0 L- • Suffolk County Tax Map No 1000, Section 1g. Block 3 Lot .Z S— ._ Subdivision 22 Filed Map. Lot: Permit No. J 9--). Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: . . Planning Board Approval: Request for: Temporary Certificate Final Certificate (check one) Fee Submitted: $ �U coz Applicant Signature /,,#F .....,'_.p_ ,'I�/®_4®®� ai®t/®v - 9, Town Hall Annex ,.rr�� ,,rr��,,: Telephone(631)765-1802 54375 Main Road ; `z 3 `2 -' ‘ Fax(631)765-9502 P.O.Box 1179 ; CO o SII roger.richertRtown.southold.ny.us Southold,NY 11971-0959 : �' a 1 400UJT ,S �0' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Fisher Address: 640 Diedricks Road City: Orient St: New York Zip: 11957 Building Permit#: 39783-39784 Section: 18 Block: 3 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE t Contractor: DBA: Jim Sage Electric License No: 3635-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 64 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 18 Smoke Detectors Main Panel 200A NC Condenser 1 Single Recpt Recessed Fixtures 37 CO Detectors Sub Panel 2-60A NC Blower 1 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 82 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Well Pump, 80 FT Low Voltage Track, 2- Ovens- 40A, 3- Exhhaust Fans, 5-Paddle Fans,4-ARC Fault Circuit Breakers Notes: Inspector Signature: p-A Date: May 20, 2015 Electrical 81 Compliance Form.xls • IIN�7 Town Hall Annex ; Inq Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 ; � ' �A Southold,NY 11971-0959 %: 4 �,�f 0. �°MU,S1 I" ' ',I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 67q/ Building Permit No. 377// 3 r ? Owner: 7:g....9,5F1 -54e� lease print) Plumber: k1 i 41{ r6�&t/5_ k t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ,1////ideZ"1110 (Plumbers Signature) •r Sworn to before me this 7 day ofris .M.Z 20� a,e,Thr- y,:-,0 -i5u,_04._ Notary Public, 6 L'( - ounty Notary p D.BUNCH �q� ;i3 Notary P"'� icy State of i w York No.01:U6185050 Qhnali0kg1 in Suffolk County I Commission Expires April 14,2 l?o -37 -2 / (?— /� :` SCO 0 ti ll) �� TOW F SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT:ICAL FINAL) REMARKS: cJ" a-4 S.L,Aj<-/- ,;)) .. 4.Laolz--/--46 `� eiinmz_e_ r( � £ � . /,2 J/A e ( 7 % ; Gam ` r DATE INSPECTOR 7/i - �oruy ,F *1 _ 4-\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F•>4 NDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND ] INSULATION [: '� FRAMING /STRAPPI e' P ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: PO 4- C--El-S-- (-I() Cl—ti 4)71.---- k.(4 /tiff-,. ,e-_,,rz cZ L' DATE (Yllr3 INSPECTOR .. '-- , , -41.1 •� -� 3 -77!l "" 0/.0.-if SOUrylo: H TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F9UNDATION 2ND [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE40, RKS: % ••' - r / 0- / Ar i-odreo&- DATE INSPECTOR 7.144-44 `""b-P SOU 14:9 * 'F; , ,, 1 0 � TOWN OF SOUTHOLD BUILDING DEPT. / � 765-1802 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: Act-- DATE Z ( INSPECTOR � 6 ,,i �,ofsour -of._ 4_ # # moi ruouNtv,�',. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [, FINAL 4 cci [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY SPEC ON [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: P 2- ity c9.3 4-70t-t l' / it 4/____ 11' ,/. t - o _______ % 7z ,, lyer--3,7e,..?- aii - ilitixvyx."404.03 e7) nalke. vitozat_ he6J6e4 : Ivet.i___ yiva.). A7 DATE o* r- INSPECTOR 6�'= - -- 1 3 7 7 83 ��,hO��OF SOUTyolo, * * cf. t, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLU G [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r ‘ 0 AL.,_1, r _./ DATE _., INSPECTOR . , I , • • T - — TE L -(- C• ,•NTS ro YELD Ilv3PEgN REPORT DA FOUNDATION(1ST) t C e . ' - ,ezeig-t . * - ', , -, ,e, ' ( Ei • FOUNDATION(2ND) — V—°4°11 V C2i 9 . Air G • j/ 3 \4.te....,.a...-&-.--,a /ep."- ac, ALc.,...„42, .0 . • ROUGH FRAMING& m r*' — " PLUMBING ,� 54-6/,„_____7 :--i--*-7, ..-i&-4,-e At4 , ' ,/---‘--- ' '' 7/49-6 ,/, ,-0 /-1', -.i.,_iwki..„' — '-';,- r_1, > , // -ii?,..._,._ `-.--,%A.,,- p/ .c c ,..:„.t0 cP2-47-5-14- ' Gila(4) ealf.cr7,->tv--/y- 4 ,Ortice-ii 1;<,'`A-11 z tmi INSULATION PER N.Y. //47:17 A . A H STATE ENERGY CODE - ,.,ems- ," - /4_..e."/x---r,1,,.„), ____-- ,. fr- • t1 ,, _.: ^ - , / _ .' r • A" ?t, //14 if) .„ThAA-Q..4---AZ et '; - L.4.4.' FINAL 4.5 `-8 I/( (/,X co/ sidi a ._ p.'•, k---6d---A V //r :set, 40 01' Lei jr' 44 7' 1J O 2 • dr l • � ' if .. •,3 ONAL COMMEN,'S n o n „ �. .,rt b-27- I Lif iregd," - Q ---en - joA . -Iq- is g3s•2o #. I le 1 -rmc* 6 7,3.E ireAzvo 3P 377.11 ,l B - S` 9 '1- G e r -: r p' ,�'i 5 r , GAP o -'I s- . . _,_ e . . . . ,• . . ® � 6.- 0 • • . . , . . . c� us, • . . . -3-5 m . . . , . ► e . cg, i . TOWN OF SOU1HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HAL!: Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Pl mlar`ng Board approval FAX: (631) 765-9502 >7// 'Survey 3 v7 SoutholdTown.NorthFork.net PERMIT NO. / _ j —Checka.5-0 .00 fl/d.+l f , Septic Form (..QGe`i l ,f, Tr- tees .. C O. Application I a —2-a— 1.-- Pry au0 r 3 77/ Examined ,20 ' .. .' e 17--ezil-.-t-C Storm-Water Assessment Form _ -ontact: Approved t 01 ."-( /20 1 Mail to• B. proved a/c ��� a.13:t3618. ..)� Phone: Expiration4 ,20 1 I7L e \D-TC q IEE Building Inspector \_.. OTOWN Of SOUTHOLD CT a 5 2012 'LIGATION FOR BUILDING PERMIT INSTRUCTIONS Date 10 1 '--t , 2012 BLDG.DEPT a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY 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. ---.---1.... -----Z___ ce:3-& (Signature of applicant or name, if a corporation) I Szyi) B - h L A/ . 1--YX l l qt- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises pV t L - t l 5 t-i . (As on the tax roil 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 which proposed work will be done. (e t-- 0 b l uric c-� Ro f4 O e,t gam, p 9 q - House Number Street Hamlet County Tax Map No. 1000 Section \.q Block Lot Z Subdivision Filed Map No. Lot Z 5 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy '( /67- b. Intended use and occupancy 3 1 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition- Other Work (Description) 4. Estimated Cost -2-Z 01 MO _kl•D _ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 5 1 Z'' Rear 59' Z '` Depth f ' (- Height Number of Stories .� 9. Size of lot: Front "1'0 t Rear 2_`$0 - kft Depth qq- t$ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated - - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES ✓ NO i C"N.s-ee-v p�LT 14. Names of Owner of premises 7Av o f L. k\5i6Address I t3 fec-orA( 2.c& Phone No. X31-�1 2.10 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 Qualified in Suffolk County (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2C)/� 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 ��,n, ,, day of C)��� ` 20 1 a— L vr", Notary Public Signature of Applicant 'c*SOu,, ,`O Town Hall Annex ; * * Telephone(631)765-1802 54375 Main Road ax(631)7 5 G Q �� roger.richert(cr�.townsou`uthhoIdd.ny.us P.O.Box 1179 . �. Southold,NY 11971-0959 Q 4,4\�'t yi BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: IGe t-rti Date: ro Company Name: 9 LIN-rt 1../Un CA,,r VCECO2(C //VC. - -- Name: ____ — --- - iCt✓ttt+ --vo�C't�-- --- -- - --- _ ------ :- -- ------_----------_ - - License No.: 3 y e c 1 - M r Address: l 3 9-0 ovsver S oe® ;Sou-cia c P Phone No.: 7e s - 1 Y d2 y JOBSITE INFORMATION: (*Indicates required information) *Name: D :N/(10 FLS WE& *Address: OICI eLic(CS EQ *Cross Street: , o ei cJe1/4J-r— *Phone No.: 734 - 9 y 21 Permit No.: Tax Map District 1000 Section: /$ Block: 03 : ,2, *BRIEF DESCRIPTION OF WORK(Please Print Clearly) PN--tr (Please Circle All That Apply) (9c-bJ *Is job ready for inspection: YES /�� - Rough In K25a ka,„.) *Do you need a Temp Certificate: Y / NO Temp Information(Ifed) *Service Size: 1 Phas 3Phase 100 150 2 00 350 ___40! Other *New Service: e-connect Underground Number of Meters Change of Service Additional Information: PAYMENT DUE WITH APPLICATION tU ®c,a/JLD /Z Pd G.- 4 P 82-Request for Inspection Form ii •+ y �` , . 4 `Town Hall Annex ;, * *i ��e9holfe(631)785 1802 ;`` 54375 Main Road ' " 061 /OJ- J 2 + G �' roger.richertefiewn.soutiiold.ny.us P.O.ld, Box 1171 ; N •. Y�0 1 i I I, �1 trMll Southold,NS. 119710959 � ;dI d MAY , 9 2015 I I BUILDING DEPARTMENT 3 TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 'REQUESTED BY: - Date: /, S Company Name: ) A rts' t I • Name: - _ - License No.: &35�% - '' Address: 50 /,-P aPL , -V2-1 A4 - Phone-No.: LTA_ aid - JOBSITE INFORMATION:. (indicates required information) - *Name: Ad2-c f"l s'4i ) - *Address: (o ((j Awl2 Cf''k5 •.rq , be, *Cross Street: -, --0 - t *Phone No.: /yy5"__ ¶/�f Permit No.: 39 783 5�q ev Tax•Map District: 1000 Stiction: / / c- Block: Lot: ;15 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - - . - / .0189 0 & - . • 'I (Please Circle All That Apply) . *Is job ready for inspection: . YES)/ NO. Rough In Fin - *Do-you need a Temp Certificate: YES' NO - - i Temp Information.(If needed) *Service Size: Phase 3Phase 100 150 300 350 400 Other I *.w ew Se`Nire : Re-connect Underground Number of Meters Change of Servic(OverI Additional Information: PAYMENT DUE WITH APPLICATION i)0 ,1,112- ee-e- g°711(( clti .82=Request for inspection Form4' I . S— iris . - ..4. . Town of Southold - Chapter ha ter 236 Stormwater Management I z; ;,sol 4,,, -,. SWPPP - Storm Water Pollution Prevention Plan Assessment Form • GENERAT. INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner- ent-Consultant-Contractor or OtherCircle One) ( Property OWNER:IN Different than Applicant) Address: )73\313 &to Address: Telephone#: j Fax 3{: Telephone#: Fax#: E-hien: DV ! ! ,L ��U��(6J(�.l/�(J�-�' E-Mal: : l Property Adm: ® ;� Brief Desai hon of Construction Activity,Proposed ' �0� 1J t2�S lG� 1� (J��-a- P� Structural BMPs,Soil s.GT M.#: 1000 t 2 - Stabalization BMPs,Project Scope and/or Sequence of Construction Activity District Seetlon Lot (Provide Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: 9q-51 51 fe2TY-fle_ i K?y C� fq c Address: ____� ( t"e,^QwL ,n 4 ( ,bctGA., dTelephone#: Fax# E-Mal: 6.-( X. t 1 C.,c f W a 1-t um CA/2--c._4 S • Name of Persons Responsibblle for Installation a McIntenance of Erosion Control Practice: rt Address: SUPS 01-0 _ _ r 1 Telephone# Fax#: DPI 1 t E-Mail• Wi) F- ®t pi-o\N tn- _,'1,�(' . "-T1 vo 9- ' i I ! -------- -1A��IS Total Area of All CC Total Area of Land Clearing ]/v v Project Parcels: and/or Ground Disturbance: p.c./Acres) (S.F./Acres) - Project Duration: Start - / Endy _.._. (Anticipated)` Date_ i je�d '�1lll Date:Q /N 13 ___.___ .__.___... -_--- (Number or Calendar Days) 11.1 J F • Will this Project Disturbe five(5)or More Acres at I I r-0 Any One Time During the Proposed Development? Yes No • If YES:Please Answer the Following, -„, ' a_ Does the Applicant have a Qualified Inspector On I I ® j Staff To Conduct the Required Inspections? Yes No b_ Does the SWPPP indicate How Frequently the Site I I i----1 List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c_ Does the SWPPP Adequately Identify All Temporary ( I I I - and/or Permanent Soil Stabalization Measures? Yes No - d. Does the SWPPP Adequately Identify a Complete I I .I If I ------- ------_____ -----._____________._._._.____ Project Phasing Plan? - Yes No : Status of Impacted Waterbody:(ey.TMDL,303 d Listed,Impaired_) . e. Does the SWPPP Indicate Additional Site Specific I I V ( ) P ) j Practices that Will be Utilized to Protect Water Quality? Yes No j f_ Has the Applicant Submitted a Completed DEC Notice Type of Impacted Walerbo Of Intent and SWPPP Acceptance Form for Review I I P dY fey.Lake,Creek Bay,Pond,Sound,Freshwater Wetland_) by the Town of Southold? Yes No ; STATE OF NEW YORK, v"`Q \� -- COUNTY OF SS That I, P(Name of individual"0\-1E-r" nt) being duly sworn,deposes and says that he/she is the applicant for Permit, • And that he/she is the ®k.k)Al£s I t (Owner,Contractor,Agent,Corporate Officer,etc.) i j• Owner and/or representative of the 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 I that the work will be performed in the manner set forth in the application filed herewith_ Swornto'before me this; n , n day of Caeg+D1;2.-1.t-- ,201a-- l I i Notary Public: .... , ,, C rit:14, LISA QUIIJN SWPPP Assessment FORM: 03-12'iOTARY PUBLIC.-b'AIE Of KW YORK (Signature ofApplicant) No. 01QU6222447 Qualified In Suffolk County • -ommisslon Expires May 24, 20_1± Ile,ii. Town Hall Annex ,.rr22, ,,,,. Telephone(631)765-1802 54375 Main Road `u' `u Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 ye c®ur ,w-,�, June 5, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD David Fisher 1500 Brecknock Rd Apt 318 Greenport NY 1944 Re: 1000 9th St, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. tubers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39783 — New Dwelling 1� 3 4 ,� �� TOWN OF SOUTHOLD PROPERTY RECORD CARD >7_1 OWNER STREET &:,,41D VILLAGE , DIST. ' SUB. LOT David. L , Fics h,e.( -- I -v' _�, �/ ,° FQRMER0,WNER GT 1—M.C laps N t;t- E \,�J ACR. 0' +Q (1)`Q /1 S W TYPE OF BUILDING RES. SEAS. VL. ,1// FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 00 /a/ / X61, �'� ')A /6- 0-d / o a ..sl2r/.7. rf "24 o/a4, 4k b .e 4 .L--9.99.p $S�.7 -O r, r1 icy t-1 ,�Q Wr �'r b-5,Ob n 9 y//ham --L- l zZ6qp Pf5- VV y(502k/ 7 • s # P7 006 r/2Jlr �- l z(57 _ z -C ._ z. ,r, J Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD aLI/ v Meadowland DEPTH House Plot BULKHEAD Total ;P`A/EL-1-144 6-4B. P # 3 7 711 ; �(P )`- 3 77 f — BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: l® `5--(Date Reviewed: 1®-01'--IP---, Applicant: . Y Owner: ja1A4- ' A ehit Engineer: ./12-A, Estimated Cost: ,a_ ''° 1 SCTM# 1000 - I 0 - 3 — (-� Subdivision: — Zone: K x0 Conforming? y Property Address: r d p "`..._ ,€ City: 9 Pre COs? ---, Building Permits (Open/Expired): BP -Z/C/O Z- ® ,Info: BP -z/C/O Z- , Info: BP -Z/C/O Z- , Info. BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- ,Info. Single& Separate Search Required??or N Determination: SToRMWkT ._ RuNt4,F.F &`6i-, REQ. Lot Size: TO)Q CO ACT. Lot Size: a'r`Fa7q a� REQ. Lot Coy. a o% ACT. Lot Coy. WC REQ. Front (oo ACT. Front °7k REQ Side 9-0 ACT. Side et( REQ. Rear '7S- PROP. Rear ok REQ. eight. 351 ACT. Height 0k Rea. BOTH SI DSS �-g- A CT 6)/(- • )� - ; .:° ' /`s,� , / , /l° ° be. - , 3 ,9I, 213 , • ) Project Des;rip' � : , �• f% �, , • _/ i', i , ,.:1 % r , It" 0, , . I, t3,„4, __ '�` 1 Waterfront? Y o /'1 , - 16-0j)—e If yes, water body: Panel# — Flood Zone: °-- qad/Bluff Distance: Ct-ins` ,V-,1— /J11 ADDITIONAL AP RP OV• LS REQUIRED ?LAN S (q) SIGNED, SEfILED v7 St :VEY trittrE-P.64-At 43(\Suffolk County Health: . N - If yes, *Bed#: Lf*Date: 7/41*Permit#:I (0-I;-0o a 7Town Septic:0 N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-AEC 9/1/75 Y oieN - Date: I / Permit#: or NJ Letter- Notes: Southold Trustees: Y org- Date: / / Permit #: or NJ Letter-Notes: Southold ZBA: YN Date: / / Permit#: -Notes: Southold Planning: Y ore- Date: '1 / Permit#: -Notes: Town Landmark C of A: Y c4DTE: / / *NYS CODE Compliance (page 2): Y or N CONTRA-C ,OR LACEN5 i -- DI5/B1 I TY— L I/4B11.1 Ty — W(F k V NS CoM PEN$47 /D,V — OiC to / f. Gil- : , , '' jr / , aeP.P _0-4 A t__ '"ii ." wee 14-- geco�' ` / C1, ,'' pe- ,'Alai ; -f ,, .I�1- d .a:e(!$t-Q', e / , c� a, --.?, ,-efl f c J 1 -/ ), r'5— , Fee Structure: RE=5(1) Calculhtion: B/4N d-- �f�,,,,,,;05/_, C`d pig Foundation: 13 93 SF 1+ 176 - x $ , /C0=$ 1 7 o , First Floor: 19 73 SF 517 + Initial Fee: $ x 0 0 b 0 Second Floor: g I 0 SF 3 3 6 + Additional Fee ( ): $ Other: SF 9 )A. SF X rial Fe $ � ® , � �de: j Total: i- 1 7 6 SF ? I + Ini C OF o FEE, �o� �® ( w) TmL °$ 4I+, 2'® AS BUILT FEE ' (RES) Tomt: s I o 70 1*0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGIIT/F[RE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS- Y/N PLUMBING RISER DIAGRAM-NN ©k LOCATION OF FIRE PROTECTION EQUIPMENT- Y/N TRUSS DESIGN Y/N CERTIFICATION- YIN ENERGY CALCS:oY/N (RescHEcK) U I ( 0 ) )f1 • TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) i G J!check?oFware V rrsnon ;.1 .3licate _ DEC - 3 2gi2 BLDG. DEPT. TOWN OF SOUTHOLD Project Title: Fisher-Farrell Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Diedricks Road Peter Donovan Jeff Davis Suffolk County Davis Frame Company Davis Frame Company Orient,NY 11957 513 River Road 513 River Road P.O.Box 1079 P.O Box1079 Claremont,NH 03743 Claremont,NH 03743 201-230-6429 800-636-0993 pdonovan@davisframe.com jdavis@davisframe.com co rtr,,tar1M Passes llAida 1301 trade-off Compliance:29.3%Better Than Code Maximum UA:485 Your UA.343 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. " x - •Gross: Glazing M ;,,,.".4,?,,,... .si� 4 Assemblay �,5r� �4 � � � a 4 i ;,iln � _�°'1',Door V���M a ,7 r Peri meter _' 4 U-FpC ' Ceiling 1:Cathedral Ceiling 1144 38.0 0.0 31 Ceiling 2:Flat Ceiling or Scissor Truss 153 38.0 0.0 5 Ceiling 3:Flat Ceiling or Scissor Truss 175 30.0 0.0 6 Skylight 1:Wood Frame:Double Pane with Low-E 8 0.300 2 Wall 1:Structural Insulated Panels 3260 23.0 135 Window 1:Wood Frame:Double Pane with Low-E 315 0.310 98 Door 1:Solid 61 0.400 24 Door 2:Glass 21 0.340 7 Wall 2:Wood Frame,16"o.c. 364 19.0 0.0 19 Window 2:Wood Frame:Double Pane with Low-E 51 0.310 16 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has .:- .esigned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to compl, ith - andatory requi :nts listed in the REScheck Inspection Checklist. � I/ 111944aame-Te S rrure i Date K6(S-eWil /1111149 ' — Project Title: Fisher-Farrell Residence Report date: 11/26/12 Data filename: C:\Users\artlaptop\Desktop\Fisher-Farrell Rescheck.rck Page 1 of 4 REScheck Software VerMon 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: U Ceiling 1:Cathedral Ceiling,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Structural Insulated Panels,R-23.0 assembly R-value Comments: U Wall 2:Wood Frame, 16"c.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: U Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.400 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. U Door 2:Glass,U-factor:0.340 Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Project Title: Fisher-Farrell Residence Report date: 11/26/12 Data filename: C:\Users\artlaptop\Desktop\Fisher-Farrell Rescheck.rck Page 2 of 4 u Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. u Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ® Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. u Wood-burning fireplaces have gasketed doors and outdoor combustion air. • Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ® Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (g)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Li Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. u Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: u Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: O Building framing cavities are not used as supply ducts. u All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Temperature Controls: Li Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Li Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Project Title: Fisher-Farrell Residence Report date: 11/26/12 Data filename:C:\Users\artlaptop\Desktop\Fisher-Farrell Rescheck.rck Page 3 of 4 u For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. Li Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not In use. Heating and Cooling Piping Insulation: • HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: • Heated swimming pools have an on/off heater switch. Li Pool heaters operating on natural gas or LPG have an electronic pilot light. u Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Li Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (C)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: • A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Fisher-Farrell Residence Report date: 11/26/12 Data filename:C:\Users\artlaptop\Desktop\Fisher-Farrell Rescheck.rck Page 4 of 4 [yj 2010 ��a��d Yorkco[ se Ie1�Don1 Consr 1cUon Cods CautTficate tgiulation Rating RAggO(!E Ceiling/Roof 38.00 Wall 23.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): @fiwp a Door Rating WE7C 7P alle@ Window 0.31 Skylight 0.30 Door 0.40 NA G2GegiEg e3 Cooling Equipment Heating System: Cooling System: Water Heater: I I Name: Date: Comments: 3915-5 D E ---LF--- ®,-,--:-.. , ,,A .... ..,,, o . I 0 } } Extend all Vents I BLDG. DEPT Roof Up Thru Roof (typ) i TOWN OF SOL'THOL] 0 —7- ..._ _ Loo) 2„Icn Master bath w S" 1.4O (------- I — ve F = WLa G or Tub LV., w _ 2nd I L_ 2" Floor —2 Kitchen . giT.iii.c5 -_ path — M 1 Range 1-----I – 2" F Sink \\\N l\\\\y -.-4,1 Lav I WC'Oven, Tub 1 O 1st Q 2 ti�D/UJ M. co 2 \ U Floor . G.O. 2" 4" M...i"i (-) / Mechanical z LauncIN Ca w /////, /// ...\\, .UJa Furnace1— Furnace •Dryer 'Mach. G.O. j/� j \� \\� G.O. G.O. Basement / Floor C2I/ Connect All 4" Drains to Pitched Main Waste Line to Disposal. a PLUMBING RISER DIAGRAM NOTE: PLUMBING RISER 4 DIAGRAM 15 DIAGRAMMATIC IN NATURE. ENTIRE SYSTEM TO BE SIZED AND ARCIi1TECT INSTALLED AS PER STATE PLUMBING CODE,LATEST EDITION. INSTALL ALL RISERS,DROPS,OFFSETS, CLEAN-OUTS,GAS PIPING ETC NECESSARY FOR A COMPLETE INSTALLATION. PLUMBER TO FURNISH ANY ARTihUR DEMARESI-N.Y.Lic#!028358 SCHEMATICS,DETAILS,AS-GUILTS,OR CALCULATIONS AS REQUESTED BY THE OFFICIAL. BUILDING CODE NOTES: I. USE GROUP: R-5-SINGLE FAMILY RESIDENCE J 0 2. CONSTRUCTION CLASS: 55-UNPROTECTED HOOP FRAME. LIST OF GODES: w Q 3. THIS RESIDENCE 15 DESIGNED TO CONFORM TO 2010 RESIDENTIAL BUILDING AS PER THE DIVISION OF CODES AND STANDARDS,THE - ' f 0 CODE OF NEW YORK STATE REQUIREMENTS FOLLOWING CODES ARE APPLIED TO THIS PROJECT: Abb , 1- Qw 4. THIS RESIDENCE 15 DESIGNED TO MEET OR EXCEED THE CURRENT MINIMUM 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE L.L.0 z N ENERGY AND MECHANICAL CODES. 2010 PLUMBING CODE OF NEW YORK STATE101h. I z Y w r 5. FOR ADDITIONAL INFORMATION REFER TO THE ATTACHED NOTE SHEETS. 2010 ENERGY CONSERVATION CODE OF NEW YORK STATE U E-" 2010 MECHANICAL CODE OF NEW YORK STATE \ w Cl X z SP 6. ALL MECHANICAL,ELECTRICAL,PLUMBING,AND FIRE-PROTECTION WORK TO 2010 FUEL GAS CODE OF NEW YORK STATE \ f201-1-1 N BE INSTALLED BY LICENSED CONTRACTORS.CONTRACTORS TO REVIEW �=(fj N YORK STATE _ DRAWINGS AND NOTESHEETS.CONTRACTORS SHALL PROVIDE ALL NECESSARY 2010 PROPERTY 2010 FIRE CODE OF NETENANGE CODE OF NEW YORK STATE 3(1)iii a w C' W\ ENGINEERING TO MEET ALL APPLICABLE CODES. a w CC Q Q 0 G 3 cln S-3 Al ml I 11, 28'-0" is 17'-2" sh 14'-0" * x V' FISHER rf.))) L ' _ I1 1 .//: O', /XX0;/OX/0/77/1-XX/X :4 ',;', RESIDENCE 47 IP] pA 0��'{ e w w 7 rdc. - ORIENT, NY 0 g MECHANICAL RM. 640 DIEDRICKS RD '' ARCHITECT FRANK UELLENDAHL Li m 123 CENTRAL AVENUE 0 [ ELT PANELS / P.O BOX 316 / _ > STORAGE '� - GREENPORT, NY 11944 � r TEL: 631-477 8624 JI UNFINISHED ''' / 4 OWNER STORAGE BASEN ENT % % DOUG FISHER r CONCRETE FLOOR W ASHLEY FARRELL j/ — I A 'Y./,,' / a -7390 :1 44 EGRESS 1 7 UNFINISHED n� ? 1' . /, BASEMENT ``� 7:114:i:-',41,''*', % RECREATIONAL RM. ,�Jw, "'��, .F , LINOLEUM FLOORING ,�� '-,;;1/4....,v.` �,�,".�. . ipi o N WALLS; GYP.BD. ON 2X4 WD STUDS )!/' % % ,% %',,',% ,�,% at, - z 6 CEILING HEIGHT: N8'-10" -LAUNDRY RM. W EGRESS #2 �,; ,, ' , ' , ;, _ )r�i/,/,/,/ , m N M % STAIRWAY ENCLOSURE �5 '/ WITH HINGED DOORS o WALL: GYP.BD, ON 2X8 WD STUDS _ D 3668 �' HANQRA L - (BILCO DOOR) gi TO ENCLOSE WASTE LINE I I I I /BA'ldrArA QB' (NYS-R314.9) o 61 WASTE LINE` '� '/'/'./'/'/'./'//'./'/'//./'/'//./' '//,/'"i'//./' '//,/','/'./'/'/i\ ./'/'/'/'/'/•/'"/'/,./'/'//./'/'//''./'/'/,/'/'//./' /./'/'//./'/',''./ N 2" RIGID EXTERIOR INSULATION ALL AROUND FOUNDATION WALL - AS PER PERMIT APPLICATION / . . . . . = � Zz � ZZzz 4t, =w n n n ,s 27'-0 \\ 5-614 9-7 * _7,..-- -r" DATE: 05/29/2015 45'-2" 61-10" ;..-!,I SCALE: SCALE 0 ¢ PROPOSED g. BASEMENT PLAN N =a DWG. NAME BASEMENT PLAN og A-1 PERMIT AMENDMENT DWG. NO SCALE: 3/16" W P. = W o miNEIC JM z ,, 28'4 ,, 17'-2" ,, 14'-0" \i, w� li FISHER _ 1 ';''/'., ' X'Z ' ',';' '.,,,' ',� ' X0 N= RESIDENCE I � I ' 'I �i !� JUN -8 2015 w N 0w °� - _ j ORIENT, NY I Fi, 640 DIEDRICKS RD MECHANICAL RVI. I /'/ 0 7// /7 /, ,0, X/, /, , i , /, X ; , 0, /, , ,, >-. ARCHITECT o FRANK UELLENDAHL Li m 123 CENTRAL AVENUE ,'/ [ ELT PANELS / o P,o.eox 316 _ > STORAGE - , NY 11944 ._,._2- GREENPORTTEL: 631-477 8624 f-, , 1 UNFINISHED , , , , . , , , / � OWNER STORAGE BASEMENT o DOUG FISHER r CONCRETE FLOOR w ASHLEY FARRELL j H I y TEL: 401-439-7390 UP '/, fit 'q��� /�,' EGRESS w p UNFINISHED �, ��° � az&. /��` BASEMENT �, �C� N 1 - 1 'iV I RECREATIONAL Rv. r4 \x pf � ,0 • / jra4 1 - / X LINOLEUM FLOORING �' '. r0. C24 '' 0 o,, WALLS: GYP.BD. ON 2X4 WD STUDS r/// 0;/'/ %',� ;,� %',�",% / Vim,° .1� ti N'.- -LAUNDRY RM. iprA i � CEILING HEIGHT: N8'-10" >, w= EGRESS #2 r ,,,'i,iii-/,i�i� ; g g / STAIRWAY IS COVERED BY N / A BULKHEAD ENCLOSURE n I ', WITH HINGED DOORS ' ,`:2_ WALL: GYP.BD. ON 2X8 WD STUDS W D 3668 — ~' HPNQRA L (BILCO DOOR) Mf W TO ENCLOSE WASTE LINE r - WASTE LINE` / %B�dB�.68, (NYS-R314.9) o LU 2" RIGID EXTERIOR INSULATION ALL AROUND FOUNDATION WALL - AS PER PERMIT APPLICATION / = z z z z 2 2 2 $ 27'-0" $1, 5'-6" 9-� $ ILDATE: 05/29/2015 45'-2" 6'-10" t* SCALE: SCALE �Z PROPOSED E BASEMENT u, PLAN g DWG. NAME C BASEMENT PLAN PERMIT AMENDMENT �2 A-1 ©Q DWG. NO SCALE: 3/16" = 1'-0" J J w W ',7:. it JI 28'-0" 1, 17'-2" * 14'-0" * J I& X FISHER , ".''' / 0'."';' "./'/'i'./';' % = RESIDENCE Imo; I' I i4 f [flJ JUN Q8 2038 0 o I P0 A_—1 / : ORIENT, NY 640 DIEDRICKS RD MECHANICAL RM. ;0 W X ARCHITECT S FRANK UELLENDAHL LI X m 123 CENTRAL AVENUE 0 [ ELT PANELSX o P,O,BOX 316 - STORAGE 0 1 GREENPORTTEL: ,631-477 NY 119448624 j [-_ _ X r .i/ w UNFINISHED � / 14 OWNER STORAGE BASEMENT / z DOUG FISHER /'/ w ASHLEY FARRELL �' _ r CONCRETE FLOOR � / TEL: 401-439-7390 X UP Z _ q,� EGRESS #1 I I UNFINISHED ,, •l Et`F�4, -4'c'' j I — BASEMENT j ' ''''471" � - ' . ,_ o cc... RECREATIONAL Rvl. F _ °ry` 1 LINOLEUM FLOORING ` ,-� ,,.'�' q. 0 o,, WALLS: GYP.BD. ON 2X4 WD STUDS 07//007007/0707707/0'./ ',,', - - •40 " J�UNDRY RV.c."-5 CEILING HEIGHT: N8-10 ,I- >, EGRESS #2 r , -/,/,/,0z,z N / STAIRWAY IS COVERED BY A BULKHEAD ENCLOSURE r /. (1;5 ' '/ WITH HINGED DOORS ' o%, WALL GYP.BD. ON 2X8 WD STUDS - W D M HANDRA L (BILCO DOOR) M i 8 TO ENCLOSE WASTE LINE WASTE LINE C :- I I I I — ' �'%BZ.�BZ.V/9", (NYS-R314.9) d o ,/0//, ,0/"//"0//,/,0//,/,/0XXX//,/,/070//0 //",f/ //,/ , ' j0//" ,0////,f/ ///0//,//X///",0// /,0//, ,0/", ,0//,,,0!/ N Q 2" RIGID EXTERIOR INSULATION ALL AROUND FOUNDATION WALL - AS PER PERMIT APPLICATION f = 2 w o k m 0000000 � zzZZz w � 27'-O" ** 51-6" th 9-7" -o 1L 45'-2" * 6'-10" ,� SCALE: 05/29/2015SCALE a PROPOSED b4`' BASEMENT a,-- PLAN Z._ DWG. NAME BASEMENT PLAN PERMIT AMENDMENT SCALE. 3/1 - 1,_O„ DWG. NO A-1 L J 2 W ECJ J 1 6 FISHER ;, �o �, 'o/x/ '.'�,' �/''' ''';' � N RESIDENCE ue prA rj XX 0 W X° °., 0 0 rj ORIENT, NY 0 MECHANICAL Rv, / `� = 640 DIEDRICKS RD r CD f X i ARCHITECT FRANK UELLENDAHL Li X m 123 CENTRAL AVENUE /', l ELT PANELSo P,O,BOX 316 /STORAGE = GREENPORT, NY 11944 [-, - --, TEL, 631-477 8624 a r UNFINISHED / acd OWNER STORAGE BASEMENT / rg DOUG FISHER CONCRETE FLOOR Z ASHLEY FARRELL II TEL: 401-439-7390 UP ' / , :7 � 1 c 7,% UNFINISHED / o / EGRESS #1 x —77 I BASEMENT c i %/I- El � - W O N j .7',,, ,w- RECREATIONAL RM. w LINOLEUM FLOORING / '' 0/ G x /'i/'///'/'/'/'///'///'/0X'// i/'/. o N WALLS: GYP,BD, ON 2X4 WD STUDS f' o¢ CEILING HEIGHT: "8'-10" -LAUNDRY RM. o c__, / I 1 ``, cl >, 85- EGRESS #2 % �1'ii'..'ir'i//' -„d / STAIRWAY IS COVERED BY m _ / A BULKHEAD ENCLOSURE n / WITH HINGED DOORS WALL: GYP.BD. ON 2X8 WD STUDS W D _ 3668 — M HANQRA L % (BILCO DOOR) X TO ENCLOSE WASTE LINE - , � � - �' / `/B�.Q�B�.�B' (NYS-R314.9) / E WASTE LINE C I '/'/'/''i'/'./'/'/''./'/'0'./' '/�/'/'/'./'/'/'/'/'/',/'/'/'/'/'/'S ./%i''./'<'6.//!'/'L1''/'/'/'./'/'/'./' '/''./'/'X'./'/'/'./'/'/'./'/'/// 1 z_ 2" RIGID EXTERIOR INSULATION ALL AROUND FOUNDATION WALL - AS PER PERMIT APPLICATION o 0 0 0 0 CO 0 c U * 27'-0" \. 5'-6" 1,i, 91_7" O .� o w DATE: 05/29/2015 45-2' 6-10 SCALE: SCALE x I PROPOSED g o BASEMENT o PLAN DWG. NAME 0 PERMIT AMENDMENT' BAEMENT PLAN o2 ® A-1 ¢ DWG, NO , SCALE: 3/16" = 1'-0" 'J- 113.1VIIIsVM 30 33W0 - S30IA 3S R.171311'00 • ' . ZIOZ E Z S4V1 SURVEY OF PROPERTY . 4/ 1 AT ORIENT • . cim91 TOWN : OF SOUTHOLD \I/ SUFFOLK COUNTY, NY. • s ► 1000-18-03-25 SCALE: 1'=40' JULY 1Z 1985 • DECEMBER 18, 2009 (UPDATE & BOH) FEB. I, 2010 (ADDITIONS) _ . .SEPT. 15, 20/0 (prop. hse.) • . i- DEC 30, 20/0 (CER TIFICA TIONS) 'r)LIC COUNrY DEPARTMENT 0?HEALTH� . .VIC' i f AREA a� '� A�' »' )1r ,.(K" • sync srs�u CU.Ns"ty 'Bucca.1-71 A zi.TNCIAI i AIMV RTD r CC ONLY D,a, / i.=, i '-/Z!°I : . C=/0-'/2--C • A''OVER f///0car r- o �� Z ! FP: MAXIMUM O -__1_1341 zooms A Tint; YL�RS Pram DATE 'OVAL a o N/O/F DEBORAH ' LYNN & COLLEEN SM TH! c� m C \ . (G!'/FEEING) rnZ-` mooI rl tp -11 EL 30.0'® N48 29'00"E 444.74' a 329' lv ! RCA DRNEWAY I aa( •! w pia# �r� POP. WLL chv-ATto 17-' IN O 1. xi Z mC. `,�3 r- -�rte- O I ® EL29 I . v � 2r � 75 n � � Z ,v Test Hole .ill-, Mx w o �' ca ! CO �' ^-, u P y� c O O 4 (B'RC.11 j 7,'i 1'1 O • G) ` ST a 13 "4! I 2 — . -Ix 1 --I 0 iv -It it . Iv E O o !r' O� OM 2. O " 7 I / . L BUILDING ENVELOPE J ! . N • o . El 2a5 S4829'00"W 436.58' a 32.9 MON. , N ! t o N/0/F ROBERT GUERRA o`= I rq (VACANT) ou c) HSE "V y EL 333 1 \C) FN. GRADE EL 29 I l' MIN. ' ! a---i 2' MAX -� r—•. ,r—i , v n I 3' SAND (SW) ___ 11 I _— LP COLLAR ? "i. ►v PROPOSED SEPTIC SYSTEM N/O/F 1000 gal N ro ` o SEPTIC TANK 3' -- — — (4 BEDROOMS) D. P. & d. H MOORE coo< N SAMUO FEL PILCEiq I 8'O I l PRECAST 1000 gel SEPTIC TALC a * 1 8'0 l2'DEEP LEACIANGPOOL • /3: WITH 3' SAND COLLAR. DIG DOWN TO ISASAND WW1& SAM) (SW) AND BACKFLL *7TH SAND(SW) Q/4 ISA115N7 I AAI* ROAD CERTIFIED TO: (- 1Z .2�� TEST HOLE DAVID L. FISHER FIDELITY NATIONAL TITLE INSURANCE by McDonald . oSL:ence COMPANY 9/08/10 Title # 10-7404-80589-SUFF. O' EL. 29 . „Dark Brown Loom OL ® =MONUMENT 1, - . Pal. Brown S'/ • ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. ML I am familiar with the STANDARDS FOR APPROVAL .RAIN RUNOFF 'C'. 't AND CONSTRUCTION OF SUBSURFACE SEWAGE Brown Silly Sand HSE. 30'*50' a 1500 sail. ,�'��T'I O' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES with 20% G^ave' /500 * 1 * 0.17 a' 255 cull. .9 C ,', C, SM 255/22.3 a 11.4 VF ..r, p, 6,ir, e. P and will abide bythe conditions set forth therein and on the 15' PROVIDE 3 DRY WELLS 6', * 4'DEEP '-,"`'�'- '"'`,"+, 3 permit to construct. Pole Brown ;ire to - '?c:• ;, ` • _• Coarse Sang with ^�--;--:=, `,g4,.'-�� The location of wells and cesspools shown hereon are •10% Gravel '� ,"`-5-:.� �,_ ' from field observations and or from data obtained from others. SW /1 A. .; . -! g / '^ Ke elk/b. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VWOLA71ON ECONIC S 'VEYOR,S,''��:�„r^' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERI7FICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ,� 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=2.4279 ACRES 85—,24 • * WHOSE,SIGNATURE APPEARS HEREON. _ SOUTHOLD, N. Y. 11971 r. ' • tw ' ••I SURVEY OF PROPERTY + AT ORIENT . TOWN OF SOUTHOLD \1 SUFFOLK COUNTY, N. Y. f ''' SCALE:1000-18-037255 JULY 17, 1951 • , DECEMBER 18, 2009 (UPDATE & BOH) FEB. 1, 2010 (ADDITIONS) SEPT. 15, 2010 (prop. hse.) • DEC. 30, 2010 (CERTIFICATIONS) •WELL- Aug. 9, 2012 (revisions) • AREA OF • aSFP77C SYSTEM M' F O )' a c -71 mc N/O/F DEBORAH FLY'1N & COLLEEN SMITH a o 0 O v r� (DWELLING) o I a rrl • N4829'00"E 444.74' EL 32.9' X Z • a 30.0"n o.o'n Z 0 N V. 1 r RCA DRIVEWAY (/) Z (gyp 'A ; � 1 CA W C► O O /oPR0PWELL 6t f t 7 1 ::......, / .0 m a "' A Z O `'� J 75' . 0 2` CO O ~ a ZN Tut HOJ. DEC'( Pair 24' 2 r- ri '88 e•� / 'r,_ PROP. al rWRCH'� 28' GAR. O O , 7 PROP. 14' 0' 25' p C s I TREE N /IIVVJL '+. ,I ( i 2 tv rn ST F.F. E4533 r 9 Iv X 4. 0 Poaer, 74. " . O I O A I O ' 'C I BUILDING ENVELOPE L ' N ('' 0 • MON.til Et 28.5' S4829'00"W 436.58' EL 32.9 oa'S , ? 1 . N/O/F RC 9ERT GUERRA o P1 •w (V,,,CAN T) HSE oI EL 333 ?F o FN. GRADE EL 29 • \� l' MIN. 2' MAX 3' SAND (SWJ _ P COLLAR Z (7 -6 PROPOSED SEPTIC SYSTEM 1000 gal 3' — f4 BEDROOMS) N/O/F •-' .. SEPTIC TANK —� I D. P. & �f, f/ .^�>ni , 8�® l PRECAST 1000 gal SEPTIC TANK MOORE 01 N.- ��L ' l 8' 0 >< 12' DEEP LEACHING POOL N" f' WITH 3' SAND COLLAR. DIG DOWN TO Si ND(SW) SAND (SW) AND BACKFILL WITH SAND(SW) IF c) GRACE & SAMUEL PILCER -- a 1+ S, ND (SW) • re srhG) a Aidtt11V SDA CERTIFIED TL. O,D(5.7Z ,, ,5') TEST HOLE' FIDDAEHER TY NATIONAL,TITLE INSURANCE by McDonald Ge,sclence COMPANY 9/08/10 Title # 10-7404-80589-SUFF. O' • EL. 29 .Dark Brown Loam • ` OL 1, _ ® =MONUMENT ��".: ____ PoM Brown Sill "'y' ML s ..� _,,,_ •..,,,. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. 4=` `' '' '°` ` ,w. . .RAIN RUNOFF �`�`' ��•���'� �� �' I am familiar with the STANDARDS FOR APPROVALr '� .". AND CONSTRUCTION OF SUBSURFACE SEWAGE brown Silly Sand HSE 30 ,50' - 1500 soil. I <',' with lox Gravel /600 * 1 x 0.17 - 255 cuff. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES IJ SM _ 255/22.3 - 11.4 VF ; will abide bythe conditions set forth therein and on the ' - PROVIDE 3 DRY WELLS 6'0 * 4' DEEP and - \ �-;`•� `� �=:_.: ,.__ ' permit to construct. t' Pole Broin r„e MN..,:"--."\>'-).1'"��� -r- `` Cow* Sand vfM ,s" The location of wells and cesspools shown hereon ore 10% Growl `,.; "; ; ' ;: ''.:• 7 sw ,.....f.--)LE--,F.)--).7-N. S LIC. NO. 49618 from field observations and or from data obtained from others. Pl' 0 P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION - .._ �'ECON/C S VEYORS,(631) 765-5020 FAX P.C. 765-1797 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. � P.O. BOX 909 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICAlONS ' •HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AA�GN'�2.4279 ACRES 1230 TRAVELER STREET po 247 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORSOUTHOLD, N.Y. 11971 U WHOSE SIGNATURE APPEARS HEREON. �,� a. r'+ • • r 1 • SURVEY OF PROPERTY '1' AT ORIENT . TOWN OF SOUTHOLD \t • • SUFFOLK CD UNT N. Y. ' 1 • 1000-18-03 25 SCALE: 1'=40' JULY 17, 1985 DECEMBER 18, 2009 (UPDATE & BOH) FEB. I, 2010 (ADDITIONS) SEPT. 15, 2010 (prop. hse.) .WELL•• DEC. 30, 2010 (CER TIFICA TIONS) Aug. 9, 2012 (revisions) Feb. 5, 2013 (foundation locations) II ' AREA OF , - ► ) SEPI7C SYSTEM • ' • A D , <� r- N/O/F DEBORAH FLYNN ,& COLLEEN SMITH n o e \ •, (DWELLING) .I i` y m . . p Mn 1 . " 444.74' 2 r-- ' 'a 30.0' • N4829 00 E a 32.9' Z , IP 111 2S l 1 RCA DRIVEWAYi Z y %.,4%.,4 0 i ;" p I PROP:WELL rr0 r 'r1 a f ' D g a i ; Q n Z 1('AI rh -1 c.*c rrl Y� <7 , m . O 03 r- v R. R60' .. �NC. ! _ 75' . o I Co O ®_EL 29 r FOUNDATION r - `C) a ZN Test Hale - - 160 2 to 0 I X (BIRCH 1, 1 i . ,,R , z 9 bro CONC. 14.0' 24:0* /� T` TREE - F°I-WA To, ° ,4.0' l nj -- - -� - -- - - -- - _ '173_ _ _._ - - -,— .__.._ tV .;1- 44.x' �° I� i 2 01 .1f 1 - i ; I() I - , I � ` BUILDING ENVELOPE 1 J . L y- I 1 N . I0 ,. . - 1 a MON. , a 28.r S48'9'00"W • 436.58' Et 32.s a.rs , N y z If4 NitI o , N/0/F ROBERT GUERRA , a W • (VACANT)c)-7, c ` gj y _ . Hse EL 333 it Co ' FPI. GRADE EL 29 1 I' MIN. t 1 1.`.-----1...._ 2' MAX ,------- _. 1_ 13 SAND ISWI , :61LP COLLAR X `'- ►'v PROPOSED SEP-TIC SYSTEM N/Q/F �,p 1000 gal — — [ 13• — -- — f4 BEDROOMS' D. P. $ J. H. Nr s SEPTIC TANK 8'O 1 PRECAST 1000 gal SEPTIC TANK MDDRE 41 oc iEL 18'P x 12' DEEP LEACHING POOL N/O� SAND(SWI WITH 3'SAND COLLAR. DIG DOWN TO _ GRACE & SAMUEL PILCER SAND (SW) AND BACKFILL WITH SAND(SW! 1 EL r4 f ' SAND ,SWl` - - (prrsnnir� ��j4V • ROAD CERTIFIED T0: ' OR DAVID L. FISHER ti �5J TEST HOLE FIDELITY NATIONAL ,TITLE INSURANCE T i l i 5 7 7 L by McDonald Geoscience COMPANY 9/08/10 Tile # 10-7404-80589-BUFF. 0' EL. 29 Dark Brown Loam 4 OL 1'=MONUMENT MI , Pale Frown Sill - ' ELEVA TIONS ARE REFERENCED TO AN ASSUMED DATUM. - - - ---- OF N..a, • l am familiar with the STANDARDS FOR APPROVAL . ,. .RAIN RUNOFF .1'. . ? • AND CONSTRUCTION OF SUBSURFACE SEWAGE gown Silly Sand HSE. 30'x50' Q 1500 sq.fl. \Ns i• ` `� I- DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES wt/i 20% Gravel 1500 x I x 0.17 a 255 cull. t3 ''',.,'•%4-'` SM 255/22.3 = 11.4 VF � Q>'�•;fr;, �,� and will abide by the conditions set forth therein and on the 15' . , -, _ - - PROVIDE 3 DRY WELLS 6'0 x 4' DEEP l': ;: �; _ , +� permit to construct. Pale Brown fine to p i_ coarse Sandi with' =:: .7•_J.:, The `location of wells and cesspools shown hereon are -10% Grovel / / ,<,," . >- r from-Field,observations and or, from data obtained from others. SW l` `.Y.?S1 CP 0. 49618 -3 7'ECONIC S 'V S,Nr�P__ ANY AL7FRA770N OR ADDITION TO THIS SURVEY IS A VIOLA170N ,� ,_ - _ OF SEC710N 7209 OF THE NEW YORK STATE EDUCA770N LAW. (6.#1) 765-5020 31) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER17FICA77ONS • P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREA=2.4279 ACRES 85-,24 7 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 r; F ' _ - f 4/ SURVEY OF PROPERTY AT ORIENT ... TOWN OF SOUTHOLD i 7 SUFFOLK COUNTY, N. Y. 1000-18-03-25 SCALE 1'=40' CERTIFIED TO: JULY 17, 1905 LIAM MARTIN DECEMBER 18, 2009 (UPDATE & BOH) LISA MARTIN JUNE 4, 2015 (FINAL) FIDELITY NA T70NAL TIRE INSURANCE COMPANY JUNE 15, 2015 (CER77FICA 71ONS) JULY 29, 2015 (BOARD OF HEAL 7N REVISIONS) j AREA °F f 1 SEPTIC SYS EM \.. _%_ O r a I t N/O/F DEBORAH FLYNN & COLLEEN SMITHc z (DWELLING) Z rrlrrl ,0 I a '13- N4829'00"E 444.74' EL 32.9' MF Z 0 GRAVEL DRIVEWAY I I Z O; UNDERGROUND O 1 ,. `'" u --- net. Y N PROPANE fr o 0 I (21 QP ;) in Flo e0) ` di aCOc �� r si . r/ 0....----....-.......... .........L.:,!:.,'LSmE',•:,,,..Ir: C Ai c GRAVEL n a a FREE FORM STONE , 2 ` 46, Ing (�jp q 17c:(... `• O I a03 I 28.1 =A C-e STRY. ON SQ BIRCH2 STY. /4.o'� GRAN�1� GARAGE 0 nl TREEFR. HSE. 1.f.0.'tv m _ TRA$oa i .c O I ��PDCFiD ENNCE ® v.. N EE FORM STONE , 101IPOLE doe 1 CMF EL 2a5. S4829'00"W 436.58' EL 32.9 aarv. UP N/O/F ROBERT GUERRA (VACANT) ti ! m f In 1[ [r) p. ,L......... ...L,........... .....,....,.. 1 1") Lill id[-)LI AUG - 62015 GRACErq DO & AMUEL PILCER a'fra ;.f .� ,.¢; tvCE Lim s...'!�."—�/.t'"i' H.S. r�,c f 4 7tiC SewrI';e C'•r:i0 O I CR 1 tom• .:GI f-�:�:S��l-.i,L sR,'r�^��. I. .•� Eil; 1:1 rGC«d s PI(tIQ'C !�: 'r.t a+::�.,^!' 1 _s; I f cd Gy f is e ^c 0�i,,,u I be Pau!ed?o;y FCZ FSR' f , o : ., �, � "..,,,rFt)undbeeryAettiN ""'F- �w.?rOL1A1S. ROAD Iftle'ter J.Hilbel• Oi1C�Gtt'sl�stc:r^t +u�fI 5) �.et F„�,�a�es;TLrtt 0 =U77LITY POLE TEST BORING e =MONUMENT REF# R-10-12-0007 -- ELEVA TIONS ARE REFERENCED TO AN ASSUMED DATUM. TOPSOIL O t A B A‘;• `--ctel•rr"ET>`Q�r I am familiar with the STANDARDS FOR APPROVAL LOAM &cur _ AND CONSTRUC770N OF SUBSURFACE SEWAGE - - 2.2' ST 36' 19' © �A$t� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the . 4..22"°r LOAM LP153�/2' 37�/2' permit to construct. `,COARSE SAN° &LOAM WThI ROCKS ( ` c / /•The location of wells and cesspools shown hereon are - - t2 �', �,,- :01 1,” from field observations and or from data obtained from others. .,�j , .. ' N.Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION ROCKS TOO LARGE FOR HALAL AUGER PECONIC SURVEYORS, P.C. OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=2.4279 ACRES 1230 TRAVELER STREET j� �J WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 85-2"r'7 1 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE COMPLY WITH ALL CODES OF CERTIFICATE OF OCCUPANCY NEW YORK STATE & TOWN CODES SOLDER USED IN WATER AS REQUIRED ,theree-1494 SUPPLY SYSTEM CANNOT se.•. SLD TOWN?• , EXCEED 2/10 OF 1% LEAD. / SOU T HOLD . .I'1 PLI-.NNNG S'4,�.RD ---�%4 , ..._...-.., '1,Y.S.DEC DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBING ALL PLUMBING WASTE ,1 , < ,�;,y.:°: r I,��, . ,, &WATER LINES NEED ss 5 . ., ; F r -I TESTING BEFORE COVERING a--a7-� � , .);,74,4 RETAIN STORM WATER RUNOFF pg:______ _ ±p_ �. PURSUANT TO CHAPTER 236 FE't- I i 7 L E Y_:,_. ...m. --__ '41A-111 111° 11 I IIF OF THE TOWN CODE. n-� NOTIFY BUILDING (:::.f',.;���� �N�i AT - 111'11 I II -11- III 11 ! 11 1 II 1' Il 1 l 11 I�I i II 1 I1 II 763 1II0? 8 F.D 1 TG` f'IGP PO TH . r i 1111 U II II 111;II I 1 11 111 II FOL1_n'WIN Ii'^rCr;�� 1�1��• .i �. .1�1■IIIII�IIIII�III�I1fI11�f�I11�I�I1i11�lllrl►. 1. FGU^!7/�i! 'v� T`'"Jn rif C ".Ui;t D FOR PO�-RE C ryl�;RET= ` u i 1 11 I ! 1 111 1 u 1 !I 1 1 II 1 1 11 I OCCUPANCY IOI I� � i1 �. ��`f 2. F?Gl�u�! F�7P.,, , ., :^:: i LU?.�:':.,.�.�;� .1 'UHL IL 1111111 111111 1111 11 I II II 11 11 II III F r, ,, , .-; 1 3. INSULATION 411 4111/111 1.. I. ¢¢ I I ` i ,E. ; jj 41'11,..1 i 4. FINAL CONSTRUCTION MUST �� �1 III�! ,��il,i 1. 1,1 � ,11' , !�!!�, ��1:!,1,1_���II II II l ll I1111L 1 11 II 1. e�,� ,.". 41111111111■11111■11111 �. - �� �r I1\1171" FS_, - f3" cn:`:':F'LCTP_ ` 0, c.n. i �111111111111111■11111■IIII 11111111111111111111111111► i U @ I�I" s 1 --• ; ' k ALL GOI�STRU�;"i 101 S';'`,LL 1"LET TI .IUIm1■1111I11111111111111I1 1 1111•1IIIIII 1111II1n,. , 411111111111111111■11111111111■1 1111I1111I■11111I11111II1111m. �. 1 REQUIREMENTS C;=T1 C;vG1=GLEET `;f=';E: A11I11111011111II1111■111111111111 111111111111111111111111■1111n►. ,*��-F°'• ,"„ °` ` ` YORK STATE. fv0l RE F01�vIfLE rC:R AI■11111111111■1111111111111111111111 1111■11111111111■11111■11111Ui1111■h. �s�. DESIGN O R CON:, RUCTIONI ERRORS. 111111111111■11111111111■1111I1111111111 1111111111111111■I111I11111I111111111.. y. y.,.,•,., ,.., :.. „', A1111111I11111I111111111111■11111I111111■I 1111111111■1111N111111111 11111111.. • 1111■11111■111111111111111--'"'"'-"""" 1 I I I I I I I I I. . 111L111111■1111111111111 1i■11111111111111111■111111 I 111111111111111111111111 111111111�111111111111111111111111111111111111111111 • 1111■11111■1111111111111n — - nn1111111111111I■11111111 .�/I 111111111111111111111111 II■1111111111111111111111111 ��k., Digitally signed byAnnette Dey MN mn1111111111■11111■111111 111111111111111111111111 n11.._ .a1llilm■11 111111111111111111111111111 — - 1111m11111111m111111111 1111■11111■111.�._ ...i11•111n11111MI 1111■1111m111m11111111 I n111m1111Im1111111111111. 1IIIIII 11111111■1h�. ...1M■1n1111� • 1111■11111111111111111■1 - Im1IIIm111II1111111111II11 1111111111■1111111111IIIn._- . .....�e1111111•1111M1111�11111111 I1 IIII 1111 J 1 III III 111 lII 1 IL II :I 1111111111■11111■11111■11MEMim..._ • .1111• III `III IIIIII ]' II 111111111JJ11111111 11 11 11 IIV111 II 111111111/1 111 III 111111 11 111 Il 111 111 111111 II 1111 11 I I II 111111■11111111111111111111111111111111111.._. N• cn=Annette Dey, o=Annette Dey Engineering I 111.1111 11 1 11 11 1 0III ii II 111 II-II44 II-111111 11�J Il I 1 1111111 11.111 11111. 111 II Oil.Il 111 111111 111111 I1I111�1I II II Ali I „ ,� 111.1111 11 1111 11 II ,1,11 111.1 11 1111,11 1(1,1 II II ,1,11 II IJ,II 11J,1,11 ,.11 II 11,11 II 1.1.11 111.1 11 1111 II III L1,11 11,1,11 II1,1.11 111J.11 11 111 III II, 11 • . ' —" 111111111. 111 111 ,11'11 1:11 :1 LLC ou email=annettedey@gmail.com c=US f ♦♦�♦�♦�D♦O�♦.p�00000.i♦iii♦ii♦i♦0ii♦i / / • / .�1 1 11 III I I I , II 111 I'11 ii III •♦♦♦♦ ♦♦♦♦♦♦♦♦♦Oi♦♦♦♦♦♦• ♦♦ 111111 1 1 1 II II 1 11 I 111 ill1 1 •♦i•••000♦• ♦i♦♦♦♦♦♦♦♦♦♦'1.00♦i♦OOOD^• .a• A = I'll:11 III 11 IJ 1 II 11 11 1 •0♦♦•♦♦♦♦♦♦d0i♦♦♦ ♦♦♦0♦♦♦ •• e 1 1 "�I:II - I 11 !I 1 J1 11 III 11 11111111111 :.:.:..:•:.: ❖:•::•••: .�:.:::.:..:•:. .,/, Date: 2011 .09.27 13.49.36 -04'00' 111'1 I 11 I I i I � II I� III I JJ II ••••►:%•••i :.O::# Q►•:�::�ii'•0♦•♦jJ 1 ; 111111 = = 1I 111 IIIIII 111111111 II 11 •�'�'i ♦♦OOi♦♦Oi•♦♦♦Oi♦♦OOi♦♦• •e I1 II.I_II 11 I 1 11111 I I III ♦♦♦♦♦♦ ♦♦♦ ♦• •♦♦♦Oi♦♦♦00• .. ', I • 1 111 IIIIII III 1111111 1 IIJJ 11 1 ,, •::• Oi•:• ••••i::�:•:�:�:�:•Oi•••♦�:� ° �•a 111111 LII II 1111 II III I I II 111111 f I II ♦ppAp♦•♦•♦dip p♦••'4'•�i•♦•♦•i p♦•♦p•♦p• 1111111 l 1111 1 11 111 L1I1It 111 11111 11111 111111 1Ii u i i iiii I i ni Ii n 111 I I i1 uu iii n isiIIui n IIIiII iii tr 111 1I 11 1 11 1J J I 1111111 lIIII 11 11 IIIIII III 1111 I111 11IIII 11IIII II IIIIII II 11 I II IIIIII IIIIIIIIIII I1 III111m1 = — I I(I J 1111U 1111 II 1111 11 111111111 1111 1111Il 111111 1(I1 llI1111111111 11111 111 II 111 I1 I1J 1111111111 I1 11I1I111 III1 11 ♦. , ♦ ; ,♦ ♦♦- 1)1, "I 1 11 11 11 I1 11 11 111 1111 11 Il 1 I I 1111 11 I II 11 111 I I I 11 11 I'II 1 11 II III) 1111111] I1 I I Il 1 I 1 11 1 111111111 I III III II 11 1 II: I I :;:;:;:;;;:;:;:;:•�••�:;•;:;:;:;;:;:.:44:f2.•; '' ' IIII II', �: 1,, „ Ill 1111 11 11 11 1111 11 11 11 1111 11 L 11 111111 111111 1111 11 111111 IIII 1! mill 11 H 11 11 mil 11 11 11 IIIIII !lir 11 HMI 11 1 11 11 111 11 Ii!l 11 I '♦••• ••• •••••••••••• • —fi — r . `\ , ,- 1- S 14:\s, r 1~ • I '+ µ.1U i• • 41 r • '7411`' ,; , .lustiiimminmiow'UF.IES0. ,.1..rit,''' .4°.P:1-...<-;';.,,,,,I.'.'.. ,:•- ,f, IIJINDOW SCHEDULE: PROJECT INFORMATION: @ 2011 GRILLE GLASS EXTERIOR INTERIOR PROJECT TYPE: RESIDENCE _ . _ _ __ _ _ __ • - •r LOCATION QUANTITY ROUGH OPENINGF I STYLE TYPE COLOR FINISH HARDWARE TEMPERED • JAMB SIZE CLIENT: FISHER FARRELL _ _ _ , _ _ _ _0 MARVIN r --• MASTER BATH,BATH 2 36 1/2" X 40 1/4" 1/S" RECT. SDL LOU E-366 W/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" 14EF:',c3F,AF),F3,ELL LOCATION: DIEDRICK5 ROADIN IN WHOLE _ PART, EXPRESS WRITTEN •• • --• BEDROOM 1 MUDROOM,ENTRYGR 5 36 1/2" X 60 1/4" 1/8" RECT,SDL LOW E-366 UJ/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" ORIENT,NY PERMISSION -EMONT, NEW - SHIRE r --• BEDROOM 1 4 2 2 12" X 60 1/4" 1/8" RECT. SDL LOU E-366 111/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" COUNTY: SUFFOLK COUNTY - r 3860-3W GR,DR 2 113 1/2" X 60 1/4" 1/5" RECT. SDL LOW E-366 Ill/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" DIEDRICK5 12041) CODE: DESIGN LOADS: IIIJL I NTEGRITY ITDHP UPPER GR,DR 2 16" X 52 1/4" 1/8" RECT, SDL LOW E-366 W/ARGON STONE UHITE BARE PINE ALMOND FROST 4 9/16" r - 3848 UPPER GR,DR 2 38 1/2" X 48 1/4" 1/S" RECT. SDL LOW E-366 U/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" ORIENT, NY OCCUPANCY TYPE: R-3 GROUND • •• r • PSF KITCHEN 1 49" X 39 5/8" 1/S" RECT, SDL LOW E-366 1.11/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" I APPLICABLE CODES: INTERNATIONAL RESIDENTIAL CODE 2003MASTER BEDROOM I 25" X 39 5/8" 1/8" RECT. SDL ____________________________________________________________________ U E-366 U/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" CONSTRUCTION TYPE: WOOD FRAME SB ••-EDROOM 2 S r LOUJ E-366 UJ/ARGON HITE BARE PNE ALMOND -• NUMBER OF STORIES: TWO STORIES+BASEMENT SECOND OO • PSF LIVE LOAD DEAD ••r 6DL LOU) FROST 4 9/16'' MAX ALLOWABLE HEIGHT: •-• • PSF LIVE LOAD • PSF DEAD ••r BUILDING AREA: BASEMENT : 1289 SF EXTERIOR r BALCONIES: G-• r 6NOUJ LOAD •• -• IPSF (GREATER OF TWO) VELUX VS M04 SKYLIGHT MASTER BEDROOM 1 30 FIRST FLOOR : 1289e GUARDRAIL/HANDRAIL: ••.: LATERAL LOAD SECOND FLOOR:624 of TOTAL 3202 sr Dear Doug, Ashley 4 Felicia: SWEETINDEX: REVISION: "A" SIB "C"" IID" HEH 11F11 11Gil 111411 11 J11 11111 11211 11311 11411 UJe are pleased to provide you with plans for your custom Davis Frame PLAN STAGE: PRELIMINARY PRELIMINARY SIGNATU- SiuNATURE SET PRELIMINARY •- •- PRELIMINARY PRELIMINARY PRELIMNARY I CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION SET SET SET SET Co, timber frame home. Every effort has been made to translate your design ISSUE DATE: - • 9/08/1' XX/XX/XX XX/XX/XX XX/XX/XX XX/XX/XX XX/XX/XX 8/23/11 XX/XX/XX XX/XX/XX XX/XX/XX ISO:FRAME ISOMETRICS ideas into the home of your dreams, In addition to the great care we put A0,1: NOTES 4 WALL TYPES into our authentic timber framey,J pg AI,O: BASEMENT PLAN • •oiner we are committed to providing the -- _-- • —I • Al.: FIRST FLOOR PLAN • • • • finest materials possible to complete your house package, Please carefullySECOND FLOOR - • • M 0 review all design specifications represented by these plans and cover sheet • • - • • I • . , FIRST FLOOR • to ensure that they meet your expectations, ALI SECOND FLFRAMING OOR • Sincerely, All: ELEVATIONS • • e Illi IS 42,2: ELEVATIONS 8 Jeff Davis, President . BUILDING UINDOU NOTES: BUILD • ENLARGED PLANS I. DOOR SCHEDULE: -- ` -- --I-- - QUANTITY 4 ,' GRILLE GLASS EXTERIOR INTERIOR DETAILS I--��— MANUFACTURER MODEL* LOCATION ROUGH OPENING HARDWARE TEMPERED JAMB SIZEZ . 1 III IM r OPERATION STYLE TYPE COLOR FINISH MARVIN INTEGRITY IIFD 6068 OX DR I OX 12" X 82 1/2" 1/8" RECT. SDL LOU E-366 LU/ARGON STONE WHITE BARE PINE ALMOND FROST 4 9/16" r — MARVIN INTEGRITY IIFD 3068 X MUDROOM,MASTER BEDROOM 2 RH 31 5/16" X 82 1/2" 1/8" RECT. SDL LOU E-366 LU/ARGON STONE WHITE BARE PINE ALMOND FROST DETAILS ROGUE VALLEY 4661-V ENTRY 1 LH 65 I/8" X 82 1/2" BARE FIR BARE FIR BY BUILDER 1 1/8" T . . . . , oDAVIs F , A ci) o CONSULTANT: CONTRACTOR: DAVIS FRAME COMPANY: _ ® CONTACT: CONTACT: PROJECT MANAGER: PETER DONOVAN • E-MAIL: E-MAIL: E-MAIL: pdonovanedavisframe.com PROJECT DOOR NOTES: • AUT1-IE:NTIC CUSTOM TIMBE=R FRAME= OME_S PHONE: PHONE: PHONE: (SO0)636-0993 FAX: FAX: FAX: (603)690-2031 DRAWN - © 2011 DAVIS FRAME CO., INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE FRAME DESIGN SPECIFICATIONS ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR PROJECT NAME: FISHER-FARRELL PROJECT LOCATION: ORIENT, NY IN PART, WITHOUT THE DATE: 08/23/11 BRACE TYPE: CURVED BRACES EXPRESS WRITTEN PERMISSION WOOD SPECIES: DENSE SELECT STRUCTURAL DOUGLAS FIR PEG SIZE: 1" DIAMETER OF DAV IS FRAME CO., INC., DRESSED / ACTUAL TIMBER SIZE IS 1/2" UNDER ANNOTATED EDGE DETAIL: 3/8" DECORATIVE BEAD CLAREMONT, NEW HAMPSHIRE SURFACE FINISH: PLANED OIL OR STAIN: ONE COAT TUNG OIL hihk -...IIIIIIIIIIIIiiiiiiiiimer hiihk. 1 rnia„mmomme, L III 0 1Z 1t r ,,AwrA . , , (Z 111 (1) }— v I *IF Q u� ' Imimmilmmmmiurhilihk ha'. Arw Tit L1-1 QC ° QO Apy r, illy .. /Mr --- 4 __ ' t, , . A ,0000"- 1 pr. /Lippr 1441 , i ___ . _ . r ___ 7: \. 1 0 A-01 .--001, 0 ,A,000.„ mo' -tvoltm, —.11„,„„„„lailliiiiiiiiiii, ' A-- --• limiummummulummmmilmi. 4 4.., 1 , 1 -1 - l ..-.I 4•41- 1 r- ..-- ------- _....„,,, r -'\\ . 111 L), E W Lil r A - 4 CIO 11 I -1 1°'- ----- -------- r .111! Almw ,4I . v _! i4 I w 40 OP 4 Or-- A if ____W °lice% �� / - imm �jr ITi irr ,..4.ite Aii,,," "ir Air / zr--- AP, Air Aor 40-1:" ____..! >rok i 11"°% .A.-- , Ar Air 1/ -i-/- , Ar i‘l _ i' l.-/-//°- - .-,,,,,, -. 1if _,, pp-,-./„., i • < 7 411;*'''''':. -El unll i / 4-vr- r _or ip---Aw --4r !if,go,- --. ..4!er 40,, _ Aw__ ‘----------- A-A--iii, N\01.•._ -- °1!' p. _ A i,,,,,, , , _,„,, APP Afp, A. ir _ _ ______ _,, E Allir Ar Apr-- of 4,— __._. ___,/ __ 4,e- ..- Ar 44.--- 4, _kr iv Li Z> r r (r) 4r Z 4V e 1.PWWI' pa VP- 0 1 c "*•1- L.--f-' 1„..w _. , APP Aw-- _,...0 , ' hail --- i ._,.. ; ArAp-P--- -41r # ,r/ Ae; 4** p0- W ‘ Ar Apr ,:i 40 , 1 \ .1 umIT �` irirY. 0 ;,„twi„,/ 111 // . �. , . . -r Ae .. ,,.://- 411 , iiii / ice � ✓ � , � / Alb 0 z-} pir , I \ ‘ \ Ler LoWC.te i .. Alr Aiiirm________ A --------- 7 --A ‘ \ T1 !II-e' I . / W 1 1 *.11 r : _ TAAP" A-V AO sr \ 1 1 -4*' 1_..- _.., / ArAr A_Pr 41 IN: O1 // 1 1 111 1 r 1111 illa _ I -------______,_ CONSTRUCTION REVISIONS ...,.........,.r.,,.,, ....., _...,..„......,„ . REV, DATE DESCRIPITION XX/XX/XX :-Y NE t,, o'-;,' L y) f r.-4 a) .\*Ic..\ 4.1' 1W i§iti . * Voefw�tij.j } ' REVISION: ti ; t "C" SIGNATURE ,._.:.7 " :-IAN 1.+`j '' ;, «.►�. ; +tjt PROJECT . 3142 "'' c ../ DRAWN BY: JD 1 „C` . xI DATE: 9/08/11 { /qy °467.513 SCALE: N.T.S. 4( # SWEET NAME: ,1 0 � FRAME ISOMETRICS fl lii A /*- SWEET NUMBER: ' so. . . 1 © 2011 DAVIS FRAME CO., INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF DAVIS FRAME CO., INC., CLAREMONT, NEW HAMPSHIRE Q _1 4 n-u 0 1Y 1vn/ Z Uf_ I 28'-0 I/2" v (X Z DIMENSIONS THIS PAGE ONLY,TO U 1 cf) ill Q f I 1/2" 13'411/2" 13'•II I/2" • 11'•1 I/2" OUTSIDE OF RIGID FOAM (�/ INSULATION. Z CD 0 +�- \ uu. (X QQD • N ® ' ` . ; • I I / ; • I 1 , I ; I / • I •• r d • • II , ' ' - 1 r . ., • • • • • 14 4 I J . I I I O 1 I I I 11 I I I '. . I _ _ _ _ _ , _ _ _ _ _ _ MECHANICAL isod41414*. ; I I- _ _ _ _ _ _ I cj Ui - - - - - - I '_ - , • I I UP 14R - - - - - - : I I : .:• ; 0 3068I I . , Ewa I , 11 REC ROOM 1 CRAWL SPACE I QL ' I I LI- I 1 x f l I ii i1711 I I 1J l E • , i I r ' N. Cn n • I 1 -.,' I I , I y 1 STORAGEI U 1' I ♦ Z I I I LU I � .,„J BULKHEAD FOUNDATION: 1I LOCATION TO BE VERIFIED BY 1-7 ' M • I I I BUILDER <11 'd . I I I i ♦ - ; , „ f. , , s , ; ., , , �, . r , J„s „5 ,, , , i„i„ 5 „s „�,1 „ rrll„ s, ,; , , i„ r• ,�„ s ,, ,. „l, J , 45'4 T-2” O 1 10 !BASEMENT FLAN SCALE: 1/411 = 1 -0” [xi N 21/8” 16'40 3/4” N CONSTRUCTION REVISIONS ,, ,. REV. DATE DESGRIPITION 4. / \ XX/XX/XX __ (,,,„ wr _a.e.„ 0,. Nr, ; I ""..,;:qi, 1--- Oir Ld,\Z`:\\ 0.\\e” "...,j:firTi...:::":"":: crie) '•- x;:*.o ,,e'l, ...--,. „,...\\ A.,..7"<"***4%6v' 4,.../<,,,, „,,,3 ,..,4.0 1 4 1 rl 1 , * :.6 'i j 4..,; REVISION: t r- ti 1, • :4, y. .4.•, °C° SIGNATURE •�'r .T +tf PROJECT *: 3142 ' �• ,j' DRAWN BY: JD ' ” f k� DATE: 9/08/11 ” fff SCALE: 1/4” + i'-0” • •F 5HEET NAME: *[/�Jyi j}��`j�1y 1� ,. BASEMENT PLAN T LSV Sl A. 5-4EET NUMBER: © 2011 DAVIS FRAME CO„ INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF DAVIS FRAME CO., INC., CLAREMONT, NEW HAMPSHIRE A A3,1 Q I I1•I 1/2"(STRUCTURAL PANEL) r ill— 1 O e 3'-415/16" 9'-61/8" 18'-515/16" 8'-113/4" 3'-1" 1Y. IrLY V ITDH 3660 ITDH 3660 U- Z , - BRACE - ❑ - -BRACE BRACE__ 1 .D M.,� BRACE ow I 1/ /— ~ ` Ih 6x8 6x8 6x8 I - II FU-. ELI N m � 0 _ 1 AIll 1 4 m �' ENTRY " MUDROOM �_, z CY ili iv Q iv �' o q b-b X9-0MUDX91-0" w nn//ILI 0 /� COVERED PORCH . .. 2868 A U u- 1� 4 Q 0 I I 28'-0"X91-0" O v! .,.,.T...1_,„. I. m „ • DN 4 1 }—oCI I I BENCH WITH HOOKS ABOVE I- II 20 �' / r SD 0 ce I / 4VIIIA ITDH 3660 ITDH 3660 P / o alleOrAp �i�iAiAPAJIM r - 14 / Nine O //r/,, `/ MI 6-o- - - - - - - -I I I (111,1 6xlo i 1 % I I 1BATHROOM 1 � llll r 1 I 10'-101-041-0"i% 1 I I I 6xio - - - - 1 i HALLW ell % S'-9" l'-3" - - - - 5'-0'X12'-0" r 414111* I - - - - - Is A ITDH 3660-2W , .....1 i 1 1� -} 0 q 3 T I GREAT ROOM 11 - - - A - - 0 -' Ib'-0"x131-0" 1 1 -• u 3068 BEDROOM 1 il c UP I&R - -• - I II'-5'X13'-6' PI 1 DN14R HALL I BY OTHERS 1 4-3 XIO-6 I z SHEAR WALL: �� I ty Q INSTERT SIMPSON SSW24X8 STRONG WALL INTO SIP I I I I / Q :71-4:.rol PANEL WALL. I I I I / Z INSTALL PER MANUFACTURER'S INSTRUCTIONS. Q I I I 1 / W FASTEN DOUGLAS FIR SX6 PLATE ON TOP OF SHEAR 1 —BT ABOVE IAft I 8x10 8x10�1/I j oo ry Q w �" :RACE_ Ti1 I _ _Bic- "�I' - _ - I - -i. _ _'10.0' _ /\I/ WALL TO OUTSIDE OF TIMBER GIRT WITH SIMPSON SDS m _Il4"xb-Il1" SCREWS 3"O.C, 1 8x12 Ci] 8x101 m \/ I // `A Ul U / �.l 1 / ill' / B �- �, 1 I °j I 'j / A3.1 G D I I O O °1 I 1 / BEDROOM 1 1 % —�. ,1. _� I / " U I >- I I 0 O°/ _ I6'-0"X131-0" I 6'-9" 'AWN 3119-2W AA 1 3" V a0 DINING _ I KITCHEN 1 o k .� ci: ' ,,,. 1 „ " > I 1 1 " �� I 14'-0"(CONVENTIONAL FRAMING) _,.., _ n I CI I6 0 x13-0 "= 0 1 13-0 XI2-0 ` INTERNAL SHEAR WALL: ,.,,4 �_ o a I I �� FASTEN I/2" STRUCTURAL I PLYWOOD TO ONE SIDE OF I o CI D I o o WALL W/Sd COMMON WIRE NAILS e 4" 0.0. ALONG ALLE o a I �i SHEATHING EDGES AND 12" O.C. IN FIELD. I \ , O lb .,_.. --' 0 W m 1 1 / J FASTEN BOTTOM AND TOP F'LATE TO SUBFLOOR ANp 1 / f— I/ �� TIMBER ABOVE WITH 16d COMMON NAILS 3" O.C. I-j o _ 0 A FASTEN END STUDS TO TIMBER POST W/I6d COMMON 1 I / - f NAILS m 3" O.C. 11 / CIP;72) "I 1 1 I DW I / U 0 0 j 6x10 ry// � 6x101 I I - Iy � I6x10 � DN 4" _ _ ; 4_ 6x10 I I / �i;BRazE- - o • I - -Bgaca►/ - 1 r ' ' ►/.Rai - - ( BRac1� ► Er i� ' • ° A . .LIF— . d" Ai_L__ L 1 "-T(/////////////// } F I-I_I ri UFO 6068��� ICA 2539-2W LR ITDH 3660-2W 1" 8'2 3/8" 1 13'-9 5/8 13'-i 5/8 8'-2 3/8" 1" IF 15'-o" 12'-0" 16'•0" 4 1 44'-0"(TIMBERFRAME) • Mb 'avow SCREENED PORCH(BY OTHERS) - A 45-2" 4. 16'-0"XI2'-0" A3.1 ,, N O illii. 3068 II 1r tE1 FIRST FLOOR PLAN WINDOW R.O. IHEI6I.4T 6'-IO 1/2" CONSTRUCTION REVISIONS REV.� DATE DESCRIPITION //\\ XX/XX/XX r�"w7nr-aw, .h ' NEFIIIk . 74,,,,,,,---- 4 4:1Cillqti 'p.es-a z il 1 0 .9744:-.01-44j mow+ -� � 1 t� Ar,;', r REVISION: 'L "C" SIGNATURE o -' ' .: SQUARE FOOT TABLE KZs ,�` PROJECT ": 3142 PRIMARY SQUARE FOOTAGE: TIMBER FRAME HYBRID STRUCT, PANEL CONVENTIONAL TOTAL DRAWN BY: JD 1 , { , /I FIRST FLOOR 1144 sf 145 sr 1289 sf SECOND FLOOR 624 sr 624 sr DATE: 9/08/11 ire LOFT SCALE: 1/4" = 1'-0" ..? SHEET NAME: �. BASEMENT(FINISHED) FIRST FLOOR PLAN 'rj11 ()FES lie TOTAL 1168 of 145 sf 1913 of GG "'" Sla£ET NUMBER: *` _b 71� ilY�'lb ...... '�" BASEMENT(UNFINISHED) 1289 sf 1289 sf - GARAGE PORCHES 130 sf 444 sf DECKS A1 . 1 1 © 2011 DAVIS FRAME CO., INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF DAVIS FRAME CO., INC., CLAREMONT, NEW HAMPSHIRE A A3,1 Q nnn, 0 �-I--- At 1 II 1/ 1v V 1 II II I IL z 0 PORCH ROOF I I I I I I _ 01 1 I 1 ' IJ () N CY z I - - - 1 IV .—'n n 1%n I� zv! III W �" — I�p ENTRY AND POWDER ROOM BELOW r 114( / Q ill(-- C 1 I 1 1 Iv U u- CY '4 0 O 1 1 I 1/ 16'•0" 12'-0" I I - - -1 I6'4"- J I 1/ 1 p .�, 7 // ///////////////////////// ////////////W(//////////////// //V//(/// / /iii{/iii/4//7//////i////////////(/////iii/. _ _ / 6x10 / / I ,'I 6x10 I I 1 1 I x10 I 1 6x101 / 1 1 % / I I / I I 1 1 1 I I I I I I 1 / / ///////////// I I I I / / \ I I I I I / 1 I I I 1 t I 11 I 1 1 _ 1 1 1 1 I / I i ~ 1 1 / I_1 _ 1 11 h I I�YS 3-04-/�I - �_ - t % b'HEADROOM / I I 1 I I / I I / Q UNDER TIMBERS 1 1 1 1 I I / 1 i -I - - - I �— it 1 1 11 \ / I I 11 1 / "' / \ I I 11 I \ 1 I / J 6' / I I- - - - - I I 1_ _/_J 1 I /] —0 / ,1 1 1 1 1 1 1 1 1 1 11 8 I - - - I 1 MASTER 1 1 I / 4 J 1 \1 1 1 I,/ 1 1 I_I - - - 1 11 1 1 11 I I I / -RAILNG t BALUSTRADE TO ` I l I I _ _t _ - - 11 1 1 BEDROOM 1 MEET ALL APPLICABLE CODES 1 `\ 1 1 /I 1 1 1 1 _ 11 1 1 Ib-0x15-10 1 1 11 I �� 1 1 11 _ _ ito I I I 0-1 n , O _ i 1 i �\ 1 i / OPEN TO �' - 1 I 1 1 a_ a_ I I 11 I I I BELOW •1 • I I I I 1 1 P n / I I t------ I I / t- - I \ I 1 DN 15R - iI I I I I I I / I 1 1 ,' I I I I I / _ WATERPROOF DECK . / I I I I I / I2-b X 14-0 I I I I t I 2555 1 I I / � ' " _ I I I_ I I / I, _ _ _ _8x10 �/ - - � r-_=egscF H G - - - - -_=J1�1- - - - -==BR - 8x12 I \ I 8x10 I 1 I 8x10 I I I _ /V I \ I I I \ I B IL) BOS I ' ` 1 1 1 1 I , 1 1 A3.1 A3,1 v Li., 1 1 1 / OPEN TO I 2668„ I I ...___..o_ moi_rn 1� , \ I 1r, 1 v$ i - /' BELOW , 1 ; LOFT1 a _n��Q 1 I \ I 113'-0"X 12'-0' I I I� 1 — t- 1 :rotI/ OI I I CA I4 - I I \ I -`nomI 'r 1 1 I I 1 1 1 1 MASTER BATH I I A 1 � / I / I I I I I I - I 15-10X6-1 s. // / I 1 // / I 1 I `\ 1_ _ —� _ _r-_6 HEADROOM . < .. / i I UNDER TIMBERS voitor I I I I / \1 / l 1 I 1 I / `\�I ' 1 ' \` 1 1 IBUILT1I*iS FOR LINN& AND 5tORAGE 1 LL�� L)r."..411111:,,'-'4 6x10 I 1 I 6x10 I I I 1 1 I 6x10 I I I I I 6x101 / N - - - - a - I I I 1E14RzV - I - - g4C11.# - - - - H -I -I Ems,/ U / / // / / // // / / /// / /////////////,// // /// / / 7. Can 6'0" 12'0" I6'-0" V 1 u-1 PORCH ROOF BELOW A .411< A3.1 410 N OA . Aft O SECOND FLOOR 'LAN WINDOW R.O. HEIGHT 61-S" A.S.F, CONSTRUCTION REVISIONS REV.� DATE DESCRIPITION / \ XX/XX/XX --- or NEiI i --t T f::: ell . f 4 \ k\tor....,\--Ta. 4 t \::„§-1,:plf 4ti L:tilk + " * 3 "'T�i ' i_ a• \ot tom;` j q t 44, REVISION: fr PROJECT ": 3142 y "1F' t .0 ! DRAWN BY: JD -1w'{ '7 DATE: 9/OS/11 SCALE: 1/4" = I'-O" 1I 44`. ' SWEET NAME ` ki/I SECOND FLOOR PLAN », "'k0 4 SWEET NUMBER: 1 © 2011 13'-13/4" L 14'•15/8" DAVIS FRAME CO., INC, 1 COPYRIGHT LAWS PROHIBIT GENERAL NOTES: 28'-01/2" I6'-91/2" REPRODUCTION OR USE OF I. ALL DIMENSIONS ARE TO FACE OF - -�- , I FOUNDATION WALL OR I- - I `- ---M- THIS NG, OR THE ARCHITECTURAL WORK CONCRETE, CMU, ETC, D �` i 1 1 1 1 11®I I I► - .. I • TO CENTER LINE OF SUPPORT POSTS, STEELI EMBODIED IN IT, IN WHOLE OR COLUMNS, PIERS, FOOTINGS, AND FLOOR I _ _ I _ _ _I - I IN PART, WITHOUT THE I 2 I EXPRESS WRITTEN PERMISSION • I . ' 20"x10" CONTINUOUS FOOTING OF DAVIS FRAME CO„ INC., GIRDER POCKETS, FOOTINGS AND PIER ELEVATIONS AI.3 I I CLAREMONT, NEW HAMPSHIRE 2. G.C. IS RESPONSIBLE TO MAKE ALL DETERMINED BY GRADE, TIP, 1 WINDOW WELLS MEET LOCAL 4 APPLICABLE - I I I � . -alI COD , 10" CONCR FOUNDATION WALL I , 1 II WITH 2" RIGID I LATION TIMBER FRAME POST I I I ' SIMPSON ST4DI4RJ METAL STRAP " " CONCRETE NOTES: NAILED TO POST AND FLOOR SYSTEM 9 3/4 1511 Il4 (38-160 GALVANIZED NAILS) 20"x10 CONTINUOUS FOOTING I �i, 1, ALL STEEL REINFORCEING, FOOTING SIZES, �' 3i4'SUBFLOOR 12 0" um I i - Q AND CONCRETE SPECIFICATIONS TO BE MANUFACTURED FLOOR JOISTS .__1 • --1 at O INSPECTED AND APPROVED BY LOCAL MANUFACTURED CY nn// RIM BOARD ENGINEER. � �. I 1 � I � I (Z In 2, CONCRETE WORK SHALL CONFORM TO ALL I „ I /� I I 1a'o" PT SILL PLATE 1 ;-4 REQUIREMENTS OF ACI 301-89 I 0 v z "SPECIFICATIONS FOR STRUCTURAL POST STRAP DETAIL I CHIMNEY FOOTINGS AND SIZE I • I STEP FOOTING 6 FOUNDATION WALL AL3 U.1 J CONCRETE FOR BUILDINGS", A AND LOCATION PER ALL 1 �, , (� 3, ALL FOUNDATION FOOTING CONCRETE TO SCALE: NOT TO SCALE I I I • 111 0 Q 11.1 1 �, APPLICABLE CODES, t0 BE I L_ I a w BE 3000 PSI, MIN, 1 VERIFIED BY BUILDER, TIP, I 1 • In iv I J CD 11-1 0 4, ALL FOUNDATION WALL CONCRETE TO BE I c 1 I , • ; I u - Q 'ti��� 36"x30" CRAWL SPACE ►'/ : I 3000 PSI, MIN, 1 - 5. ALL FLOOR SLAB CONCRETE TO BE 3500 • ACCESS TSD BY • ; 1 PSI, MIN. WET CURE FOR 1 DAYS. I 4'-0' BUILDER 1 A TO 4" THICK W/ - I • .; I 6, CONCRETE SLBBE I I I I }-- � I 1 � ''�"I ,: • GIRDER POCKETS TO BEI 1 " n u u u u I • CRAWL SPACE 7.o.w. , I 48 x48 x1 48 x48 x - ' I 6xbx"10 W,W,F, LARGER THAN GIRDER SIZE,TLP. I ' 1. CONCRETE SLAB TO HAVE CONTROL I SEE A1.4 FOR SIZES a" I s3" 4 1 JOINTS, 10' MAX O.C. EACH DIRECTION. CUT I �T.o.�, I IL s'-b" • I I .- • I T T.O.F. I / WITHIN 12 HOURS OF POUR. , I 8. STEEL BARS TO BE GRADE 60. i 16'•5" ak I6'-5" MirI '?'' I 1 TV 9. CONCRETE TO BE PLACED WITH A SLUMP 1 NOT TO EXCEED 5 .I WALL PANEL 1 ITIF . . . . . . - I n R I 1 I- J 10, STEEL LAP SPLICES TO BE GRADE 40 MANUFACTURED RIM BOARD I I I I I 1 , I _4�� I I AND MATCH BAR DIAMETERS. (I =.-:.:: I • ,ab 0 FIELD CUT/DRILL NOTCH IN PT SILL FOR TT,o,w. • I SODS NOTES: =....ri EMBEDED STRAP,TYR 1 ����b I. PLACE FOOTINGS ON UNDISTURBED SOIL 4 SII- 2X12 PT SILL PLATE I 1 1 - - - - 1 , BELOW FROST LINE. NOTIFY LOCAL BUILDING "1 I I I 1.'"' I ill •. I I 1 DEPARTMENT FOR FOOTING BOTTOM �: SIMPSON STHDI4RJ METAL STRAP, I • I I I INSPECTION PRIOR TO SETTING FOOTING Si HOOKED UNDER FOUNDATION REBAR,TYP. I I I (D 00tEel L FORMS AND REBAR, IF UNSUITABLE SOILS CONCRETE FOUNDATION/FROST WALL _ I U1 -4 SUCH AS ORGANIC SOILS (PEAT, TOPSOIL), e ! - . , J Q. pc: Z FILL, OR RUBBLE ARE ENCOUNTERED, CARRY J 10" CONCRETE FOUNDATION CALL I 1 4 „,..0000...-4-0.0,..4.,,,..,..,` EXCAVATIONS DEEPER AS DIRECTED BY THE WITH 2” RIGID INSULATION A1,305 �� x. LU BULKHEAD WALLS t0 � "~� • �'~�'� E ENGINEER. 5" Ib'0" TIP. 12'0" 5'•1114" f 3/4' VERIFIED BY BUILDEf zro, '` , `" 2. MINIMUM 501E BEARING CAPACITY SHALL 2, 2000 PSF, 4a'10" SIMPSON STHDI4RJ METAL STRAP 6 ALL EXTERIOR .0 , LL r...1.; 5POST LOCATIONS, SEE DETAIL A:A1,3, TVP, il '�',' - ; 4.� p/'.IPOST 3. BACK FILL SHALL BE PLACED IN 12 *�. T. '" ° l', W LOOSE LIFTS AND COMPACTED TO 95q° ASTM4."°) SCALE "0 - INSIDEBUILDING AND 9O% OUTSIDE, 00) %)0.0'' '1-1.n4P 41 te. ,..1 a -/ CO 1 DD 1551 8 '" ,•�;,,t ""4a .� , • 00.0/000%04,+4 I.L. •, U - J 4, BACK FILL SHALL BE PLACED . I - et a I. ;� + 0 M ® SIMULTANEOUSLY ON EACH SIDE OF THE4 *7;1 • n: 4i • FIMTI iCi WALL. °` :, . �r-v :" . N FOUNDATION PLAN _„-- --r .?.. 9 n I IXI I I I®I 1 II 1 .. • s1 ce) U LEGEND: I I I I SCALE: 1/4 = l'-0" �}+���, '� � � • OUTLINE OF TIMBER POST ABOVE I _T _I I _ - 1 z 4 5/8" 16'-31/4" FOOTINGS AND PIER ELEVATIONSLU DETERMINED BY GRADE '° • 2 ▪ STEEL PIPE COLUMN, TVP, * * +� • : GIRDER POCKET WITH 4" MIN, ATTACHMENT SCHEDULE: it A vis ' , FES ~ BEARING, TIP, -ATTACH EACH JOIST TO SILL PLATE W/4 EA, IOd COMMON NAILS *lift .«...r.r ,.w, d -ATTACH RIM JOIST TO TOP AND BOTTOM FLANGES OF EACH I-JOIST L/4 - IOd COMMON NAILS - -ATTACH BOTTOM PLATE OF SIP PANEL WALL TO TOP OF EACH JOIST L/2- I6d COMMON NAILS . AND TO SUBFLOOR WITH 3-1/2" GALVANIZED SCREWS 9 5" O.C.,AND ADHESIVE TIP. • -ATTACH BOTH SKINS OF SIP PANEL WALL TO BOTTOM PLATE L/ad COMMON NAILS 9 4" O.C. 416 HOLD GYPSUM WALL SHEATHING 3"OFF FLOOR,TYP.-Th1 ___\/\______ HOME SLICKER OR SIMILAR VAPOR BARRIER,TIP, 1 RAINSCREEN PRODUCT,TYP. 0 TIMBER FRAME POST .. HOME SLICKER OR SIMILAR I. HOME SLICKER OR SIMILAR 15*FELT PAPER,TIP. I RAINSCREEN PRODUCT,TIP, 1/2"GYPSUM WALL SHEATHING APPLIED I 1/2" GYPSUM WALL SHEATHING,TIP, -0110 I/2 GYPSUM WALL SHEATHING APPLIED RAINSCREEN PRODUCT,TLP, SEPARATELY PRIOR TO PANEL INSTALLATION ► SEPARATELY AFTER PANEL INSTALLATION - — * 2x6 WALL,STUDS g 16 O.C. W/ 1/2" FASTEN SUBFLOOR TO RIM JOIST L/8d COMMON NAILS . .---------- 15*FELT PAPER,TIP, L. 615«FELT CAPER,TLP. MIN,R-19 INSULATION,TIP, IA EXTERIOR SHEATHING, TYR ■I 6 I/2" ECC R 23 WALL PANEL,TYP. HOLD GYPSUM WALL SHEATHING 3 OFF FLOOR,TLP. I 2x6 BOTTOM PLATE,TYP. 6 4" O,C,,TYP. _� I 6-I/2 ECC R-23 WALL PANEL,TYP. ~- 2x6 DECK SHOE,TYP. 3/4" ADVANTECH sl 1111116 I 3/4" ADVANTECH x�� 3/4 ADVANTECH FASTEN PANEL TO RIM JOIST W/2 ROWS OF 1 SUBFLOOR,TIP. - 1-I SUBFLOOR,TIP. �� I' """ 9" HEADLOK SCREWS 9 6" O.G.,TIP. SUBFLOOR,TYP. MIN, R-19 INSULATION,TYP, MANUFACTURED FLOOR 77 RIM BOARD,TIP. MANUFACTURED FLOOR fl1011 RIM BOARD,TYP, MANUFACTURED FLOOR ►� T• RIM BOARD,TYP. JOISTS o 16"O.C.,TLP. JOISTS Q I6" O.C„TIP, SQLUASH BLOCKS € POSTS FOR ► I 2x12 PT SILL PLATE ON Ow- "° 2x12 PT SILL PLATE ON 2,0 RIGIDLAM LVL OR EQUIVALENT JOISTS m 16" O,G,,TLP, 1 2x12 PT SILL PLATE ON II FOAM SILL SEAL,TIP. -4011 I FOAM SILL SEAL, TIP, FULL BEARING,TIP. FOAM SILL SEAL,TIP. SQUASH BLOCKS ,«POST FOR - 5/S"x8" GALVANIZED ANCHOR -'Lwr- 5/8"x8" GALVANIZED ANCHOR FLOOR GIRDER,TIP. SEE SHEET FFI `. - _� BOLT " 2 0.C.GALVANIZED ANCHOR FULL BEARING TIP.,SEE SHEET ° ' BOLT o 24"O.C, MAX,TIP. • (° ° _ BOLT o 24" OL, MAX,TIP. FOR SIZES, _ • — SIMPSON CCOS5,50 COLUMN CAP, = ASSUMED GRADE A/AI,4 ASSUMED GRADE - ASSUMED GRADE TIP, INSTALL SIMPSON FWANZ ANGLES _ .«� l0" CONCRETE FOUNDATION WALL,TIP, —�— " - 10" CONCRETE FROST WALL,TIP. 10"CONCRETE FOUNDATION WALL,TYP, • • TO RIM JOIST AND SILL PLATE e 16" _ = 4" DIA, SCH 40 STEEL PIPE COLUMN WATERPROOFING m EXTERIOR CONSTRUCTION REVISIONS O,C,W/10d x 1-I/2" NAILS,TIP, °' - • _ WATERPROOFING 9 EXTERIOR ' WATERPROOFING m EXTERIOR UNDER POST LOCATIONS FOR FULL REV, DATE DEscRIPITION _ CONCRETE,TVP, — CONCRETE,TIP, BEARING,TIP. CONCRETE,TIP, • 2" RIGA xx/xx/xx ---- 3/8"x6"x6" STEEL BASE ID. INSULATION, TIP. �_ / 2" RIGID. INSULATION,TIP, REBAR TO BE INSTALLED PER / 2 RIGID, INSULATION,TIP. -7--Y\7------=:: �/ PLATE,TIP. _- *4 REBAR LAID A 32"O.C. >' _ *4 REBAR LAID o 12"O,C, BENTONITE WATERSTOP,TYP. ° SITE CONDITIONS AND VERIFIED BENTONITE WATERSTOP,TYP, - - EACH WAY,TIP, BENTONITE WATERSTOP, TIP, . • = EACH WAY,TIP, • BY INDEPENDENT ENGINEER,TIP. 4"CONCRETE SLAB W/ 11/2" = FILTER FABRIC,TIP. 411 CONCRETE SLAB W/ I Ill" E. FILTER FABRIC,TIP. I I 4" CONCRETE SLAB WI • FILTER FABRIC,TIP. '' 6x6x«IO W,W,F,,TIP. RINSED CRUSHED STONE FOR 6xbx«1O L,L,F,,TYP, = RINSED CRUSHED STONE FOR 6x6x«l0 W,L,F,,TIP. —_ RINSED CRUSHED STONE FOR �• -�riit� —r• 9' Or" • r • • 2"RIGID INSULATION,TLP, "r �.•li���� PERIMETER DRAINAGE,TYP. 2 RIGID INSULATION, TLP. — � � �,. � PERIMETER DRAINAGE,TIP. 2" RIGID INSULATION,TYP, _.. .��S��r!�\ PERIMETER DRAINAGE, TYP. ' '. ' ' ,w• - 6 MIL POLY VAPOR ��� • . °• . •. itt;i :k, 4 DIA,PERFORATED FOOTING e r•�•� � 4"DIA, PERFORATED FOOTING 6 MIL POLY VAPOR - ' ' - • - • ? - WO ��Z�' a .- . . o o o 6 MIL POLY VAPOR ." . 4°DIA.PERFORATED FOOTING >C . T:X r �' or - rr- �"o BARRIER,TYP, � t�e��/' DRAIN PITCHED TO DRY WELL • • • ��� I��=�I�= c .' •� tii DRAIN PITCHED TO DRY WELL - e::::.::r'::.::: -� BARRIER,TYP. : - r2 rte; DRAIN PITCHED TO DRY WELL BARRIER,TIP. .„..,.„■■■I._ ' -'. .�} � IIII • - Voll*” OR DAYLIGHT,TYP. • • • • ` �� M COMPACTED STONE,TIP. yi( l�3 lll I I IfiOR DAYLIGHT,TYP. COMPACTED STONE,TLP. -lz.wili ll5 OR DAYLIGHT,TIP, �l � � � : �,I COMPACTED STONE,TLP, —� ma . -: • • Pag `��.- �::::;> :: .• kipp_dirdro: _ �� �� � �;,�� �r 20 x10 FOOTING BELOW FROST . • . _,W0141•71611 � 20 x10 FOOTING BELOW FROST /! • �� FOOTING BELOW FROST • 11 �-� ° �• •I� ” , « « -� ..,til 20"x10" I �! 4•0 COLUMN FOOTINGS 5 REBAR LEVEL W/TWO 5 REBAR LAID Ip.-_ r����� AI — • • I►! �i LEVEL W/ TWO *5 REBAR LAID ply ;y��VV -a- LAID LEVEL L/TWO*5 REBAR LAID I II ...o������ n LAID 8 O,C. EACH WAY HORIZONTALLY, TIP. , I I I A—1 1 1 1 1—Q� HORIZONTALLY,TIP, HORIZONTALLY,TIP, � _i-i <<=iiiii iiiii IP I = Ililll=111111= I`= ru=11111=11 II-11111=11111=11111 I lllI 11111 11111 11111=11111—lull-11111 REVISION: "C" SIGNATURE: 10" FOUNDATION WALL STEEL COLUMN SUPOT 10" FROST WALL D 6 DRAWN BY: JD0 2 10" FOUNDATION LUAU.. DETAIL SCALE: 3/4" - 11-0" STRUCTURAL P � SCAL : 3/4II - 1I-0I 3 DETAIL TIMBER FRASCALE: 3/4" 1 OI04 CONVENTIONAL M 1NC SCALE: /I41II-01DATE: 9/08/11 SCALE: AS NO TED 5NEET NAME: LOFT FLOOR PLAN SHEET NUMBER: 0 2011 DAVIS FRAME CO., INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR • IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF DAVIS FRAME CO., INC., FLOOR FRAMING NOTES: CLAREMONt, NEW HAMPSHIRE I. DIMENSIONS TO BE CONFIRMED BY 21i-51/2" n'-II/2" I4'-0" 1 t • GENERAL CONTRACTOR BEFORE TYP, CONSTRUCTION BEGINS. . 2, FLOOR FRAMING MEMBERS ARE CALCULATED FOR L/450 LIVE LOAD DEFLECTION, WITH A GLUED AND -1 � NAILED SUBFLOOR, TYP, 3, EXTERIOR DIMENSIONS SHOWN ARE TO In 0 OUTSIDE EDGE OF DECK. ., 4. REFER TO FOUNDATION DETAILS, SHEETv z Av 5,1 FOR MORE INFORMATION. CHIMNEY OPENING - - - - - - - - 5, PROVIDE SOLID SGlUASH BLOCKING VERIFY LOCATION AND �� r - - \ CONTINUOUS SUPPORT BELOW ALL TIMBERa1,4y – – –11 \ I - DIMENSIONS WIN MASON v TYP i �– – (� cti Q POSTS, LOCATIONS ARE INDICATED ON NE N TIMBER FRAMING PLAN. ` � I' V� 3 - 13/4" X 14" LVL GIRDER w 111 Q 6, ALL COLUMNS AND/OR LOAD BEARING j I \ �, uu. QL/ .9("4 —6 LLI (y WALLS MUST BE IN PLACE PRIOR TO " ,, 419'-4 I/4" 3'-5" 1'-9" } 3'•4 I/2" 16'•1 /4"I GIRDER INSTALLATION, I 4 1. HEARTH 4 CHIMNEY FRAMING TO BE I '" ` `� 0 DETERMINED 4 VERIFIED BY BUILDER AND I J TYP. MASON, , 1 \ SUPPORTED WITH WALL BELOW 8. CROSS BRIDGING PER MANUFACTURE'S RECOMMENDATIONS / REQUIREMENTS BY i \ �\\\ \\\���\\\��� CODE. • 9, REFER TO JOIST / BEAM \ MANUFACTURER'S LITERATURE FOR \ PROPER FRAMING DETAILS 4 I \ SPECIFICATIONS, INSTALLING BLOCKING, • - - u, I SQUASH BLOCKS / WEIB STIFFENERS, ETC. I _ _ \ _ h ti 10. REFER TO JOIST MANUFACTURER'S 4 ` I + -s�i6 LITERATURE FOR SPECIFICATIONS FOR PENETRATIONS IN JOIST UJEB. I 11, FASTEN MANUFACTIURED FLOOR I 3 - 13/4" X 14" LVL FRAMING MATERIALS PER GIRDER BELOW - 410 MANUFACTURER'S SPECIFICATIONS. I 12, PRIOR TO CONSTRUCTION OF TIMBER co) N I FRAME, ALL 1st FLOOR FRAMING MUST BE1:;) I I IN PLACE AND LEVEL AND ALL INTERIOR I I O STEEL COLUMNS AND/OR LOAD BEARINGI I a WALLS ARE TO BE PERMANENTLY SET, Ul d LEGEND: I I - - - , I �. -11 I I I I� �� I , D .:' = OUTLINE OF TIMBER POST ABOVE I I qi , I �,�I_ �• I U1 • SQUASH BLOCKING, REFER TO . I —11� ��1 `� - - r- I ct- = I _ +�- DETAIL, THIS SHEET �- 1 * IF-- • FLOOR JOIST ® 2 1/2" X 9 1/2" I SQUASH BLOCKS UNDER ALL (I I I/8 X 9 1/2" OUTLINE OF ri=T=211 • 1-3/4" LVL TYP. JOISTS I6" O,C, TIMBER POSTS DETAIL A TYP. RIM BOARD 2X12 P.T,SILL O • 1-1/8" MANUFACTURED RIM BOARD 1" 16'-0" 12'-0" 16'-0I .T". N 44'-0" U ATTACHMENT SCHEDULE: Z F I RST FLOOR FRAMING FLAN -ATTACH EACH JOIST TO SILL PLATE W/4 EA, IOd COMMON NAILS -ATTACH RIM JOIST TO TOP AND BOTTOM FLANGES OF EACH I-JOIST W/4- 10d COMMON NAILSI- -ATTACH BOTTOM PLATE OF SIP PANEL WALL TO TOP OF EACH JOIST W/2- 16d COMMON NAILS n AND TO SUBFLOOR WITH 3-1/2" GALVANIZED SCREWS 66" O.C.,AND ADHESIVE TIP. ...<1 n J SCALE: 1/4" � ��-OSI -ATTACH BOTH SKINS OF SIP PANEL WALL TO BOTTOM PLATE W/Sd COMMON NAILS e 4" O.C. NH r=1 I 0 DOUBLE BEAD CONSTRUCTION TIMBER POSTS TO BE TOE NAILED 0 EXTERIOR AND ADHESIVE,TIP, / WALL PANEL INTERIOR BLIND SIDES INTO BLOCKING BELOW WITH , FASTEN PANEL TO RIM JOIST W/9 "OLTLOG"SCREWS.POSTS WITHOUT A BLIND SIDESUBFLOOR EXTENDS OVER FASTEN SUBFLOOR TO RIM JOIST W/Sd TOENAIL FROM UNDERSIDE OF SUBFLOOR .--r------1 PANEL,TIP. COMMON NAILS 64"O.C.,TIP. HEADLOK SCREWS 64" O.C. VERTICAL 2x SQUASH BLOCKS APPLIED TO SIDE(S) DOOR PAN AND CALKING PER OF JOIST(S).BLOCKS ARE WEDGED BETWEEN SILL MANUF, INSTALLATION R/4 IM DECKING g BO RD,TYP.DE PLATE AND SUBFLOOR,AND ARE TO BE CUT 1/16," SPECIFICATIONS,TIP. LONGER THAN THE HEIGHT OF NE MANUFACTURED _-------------- 5CK LOCATIONS,TYP. JOISTS 2x PT DECK JOISTS o 15"0.C„TYP. MANUFACTURED RIM BOARD 2x NAILER,TYP' 2x TOP MOUNTED JOIST HANGER 9 MANUFACTURED FLOOR JOIST 3/4"L4 1/4' 1'Ii ` " 1 DECK JOISTS,TIP. OUTLINE OF 3/4"SUBFLOOR 15"FELT PAPER,TYP. I _I � CONSTRUCTION REVISIONS jiIir Pi SILL PLATE REV. DATE DESCIPITION INSTALL SIMPSON FWANZ ANGLES TO l4)2x8's AND 2 STRIPS OF I/2"RIM JOIST AND SILL PLATE e 16 O.C, W/ BOTTOM OF PANEL,A DECK LOCATIONS t•-----5_- -- lOdXl-1/2 NAILS,TIP. FOR LEDGER BOARD TO BE THROUGH FOUNDATION WALL �y�wrr4r wn..w,ir_ 1111, / Ammul........_ BOLTED o 4'-0" O.C.TO RIM BOARD i� AND DECK LEDGER,TIP, _ /MAT 0 1 , Co' N.IONST --r-t, Ir.) \ I11^-7. S ,,,,.. DOOR SILL DETAIL s• , ECK LGE DETAIL _ _ S+ Q/ UA6 IBLOCK I A1C DETAIL , II II SCALE:4 NOT TO SC,4LE SCOL : 3 = I -0' d ��, ,_ SC,�1.. 3/4 - II-0" yi :,til •1 I L :4 41 ...• ,14.23 j : «r' i i.r. REVISION: . k ; r "C" SIGNATURE f,1 PROJECT ": 31.42 y ` "4.6714:01. � �� � r ,� DRAWN BY: JD _4:' ,�", DATE: 9/08/11 '6` SCALE: AS NOTED 91:0•4. SHEET NAME. PLANS iitZ�r SHEET NUMBER: AL4 1 , 41 © 2011 DAVIS FRAME CO., INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF DAYIS FRAME CO., INC., CLAREMONT, NEW IHAMPSHIRE • a _1 4 ,i o at aY Z LU v { TOP OF RIDGE EU • • 111z w Cn Kt ca -� (y IKO ROOF SHINGLES(TYP.) TOP OF EAVE PLATE 1x4 SHINGLEMOLDING(TYP.) 1X10 FASCIA(TYP.) r • I■11111■111.1III111■I■111.1.111.1•111.1u111.i■111.1•111■u1111 1.111.1■111.1■111.1■111■111111■1N111.1■111■1.111.1■111■1.111■1111111■I■111 I1 II II 11 1I II 111 II III li Illi II IIIII I II ll 11IIII 1 11 It I II 1111 II 111111 II III I I1 111111 111 1 i 1 III U VIII II IIII Il II 114)II 1111I II 11111 11 11 lil.1[ •.`Ill II ., II II1I 11 I 1 II 1111 11 111111 111111 IIIl11 1111 II II II II I `I 11 1 1I lI IIIIII I1/111 11 IL11_�111 IIII 1 111111 11 II 11 I III 11 III II II ILII II1! 1f II C 1 II III II 11 Ill 11 111 11 11 II I I 1 11 lil 111 111 II 11 1 11 11.1 II 111 f 11 11)1,11 11 Lll u1 11) I1 I ll IIJLII Ill 111 11 I 1 II 11)1 1 II Il I1 II 11 I1 II 11)1.11 I]I II II 11 II Il III 11 Ill III 11 III II III 11 1111 II II 11 III 11 1111 II Il II Ill 11 11 l 11 Illi 11 III 11 III 1 III 11 11 111 111 II Il III III' II I TOP OF SECOND FLOOR SUB FLOOR I - - - - e1- -- - imllemnnmuiuuiu11M1111lmi� --_ Iniii1 _I e1111111111111111111iiiimlli 111111Illllilnn TOP OF TIMBER 1111�1111 � I 1 �1 �11 1 1�1 1 1 ne111■I 1 1 1 I� 1 1 1 1 f numithm1 Ilmlllmli 1m■IlmM IMMIIMMEH m■IIri flEll l■Il lam■Il1m■Iem■lem■11111111lnmmem■lem■Ilm■rlIm■Iln 111 1 III II 1111111l1I 1111111 II l 1 I1ll 1 11 I I 1111 111 II 111 II 1 III111 II 11 l 1 II I II I 1 Ill Ii II 1 I� '** 1 IM11111■I711111■Illmlinl■1111111111■11111■II� 11■IIIIIIllrl1111111111 "' .00❖�:❖:❖.o•:o• • ;•titiooti❖•❖:❖:••❖:❖:•:• o:❖:••❖:•:�►❖:❖:�ti❖:•: mmeml mimmlm■Ilm■Immim■nm■ mmlmnmml�m nmmlmmn �mnem■m to 3:$ 4+1" �;.,,,;.;.;.��;.;.;..;.;.• ►.•.;.; ;.;. ;.;.;.;.;:;.;.;.;1 Imnem■le■ M mmlm■um■Ilmnlmnlm■nm Er Mil eim■Immmme�m mmmmmn ��I l �I_ mm n •:;i � .•i�;:•ip.;p� .I . i•000OOOii'•DOO..! .•1.001 Oi0•0ii•Oi'•i 1111111■111111■II 111111■I11m111mI11mI11m11111■111 1■IIImlllmielm1111 ■iumiI11m1 I�IIm11111■1' sb:: 4$ :.:.::• iii:�:�i:•�•:ice:�$$$:.:•:�i❖: d'••:.:.:.:.:.:.:❖:.:.s:•••.:o� 1■11111■111m1 m. . ■lelmlelmielmlllmlelmlelmll m1111m111mI1111■111 11■ 01111I111I1 Cd T . d �M 0i� iii�:�:•:�: �.•i :::�:p��•��! pp� : •.•i•�:❖O•i ►•.•:•i ♦.•:�... ...••� ... .....'........ �..• ...'�•...•,..... 111■1111111111e 11■11111111111111111111111111111■111111 . . . . 1111111111■1111111111■l nenm1111111111■11111■11111■11111■11111■11111■11111■11111■1111 Q -�. �;:❖V❖:•:it❖:❖4 4, :•3i❖:❖:❖:❖:d❖:❖S :❖:O••'.❖•:❖O•i�❖:❖:❖:❖i 11111111111■1111 .El ME 1nm11111111111■11 111■11111 11nm11 1111/11111 ■I ■11111■1e1m11111■11111■1 1111■1111m11111■11111111 5/4X6 CORNER aO •O •ii••i• •00•x * .00'1.1❖Oiiiiiii$* ♦ •.•i•�•x.:. 11�1�1 �.o•.o•.o•'�.❖.o�►000•. •0000000000••o••�►•.•o ti.�.•.•.00•••0000d�►oo• n111m11111■11 11111111mn1 1 1111111 In m111m 111mm 111m111m111m�1111 BOARDS (TYP.) ro•• o❖:o•.•.� • 0�, •i,:•: :.•.00,�;..� ►o'�•• ..:' '''''';::4 nm11I■Immn.i.m.muumm .Inmmmme1Imm1111111m■1 11■11111■Immmmn mmemn111111I111111mnemn11m111111Imme1m11111 pg ��•i:i:•'� 4. '�iii00i•i'Oii'•i 00o.•0. •►�•i0'O.;••:. iiO�y.�...; miIImiiImIII monnII IUIm111mlllmliIm1111I■IIImIIIm imlllmlllmlliml Ili111■I111f■IIImII111■II111■11111■11111■I1111■II1111I11mI111 16" E,W.C. RdR 51DEWALL 111 ►;i❖; #;.•.�;0.❖.;.;:;�� y;❖:❖:❖:❖:❖:❖:❖:• i ..,. '❖:❖:❖•❖:❖."•1 I11■1■11111■11111111111■11111■11111111111■11111■111111111111111111inni 111111 mmmm11111111111■1e111! 1111111 SHINGLES 5" T.W, (TYP.) E ►❖' ••••'.••:0�►%:;:•:;%:1..*:;:;:;:;:;:;:;:;:i;:;:,:�i', c•:•*:•:•:*:•:•*:•:•:.:;� .4 ,• �'•. •�• �' n111111111m1111■11111111111■11111■1e111111mni111■11111■1111m1111■Iln me11111e11111i11111111 �1111m11m11111■11111■111mI111m111111111111e11me11111'. Is,•• .•;o• ••��.b••' i;•;:p•'ti;;Op;000•;;;$•�;•;� •'•;y;•;;0;•;•;•�;;;•�;::$ II■1101■11111111111111111111n111 111■11111111111■1e11m11111111 1111111nm ul■1■111�1�111�1■111�1■Ilem11111■11111■111111111 111111111I1111m11111■11111■I11mI111i■111111I11111111111 ►: ..........' .•.,.❖.❖.r.,.•.:$$::.,.,.•. ,.•�.❖.❖.;...,.,.,.•..•.,.•••., 111111111■11111■11111■1111111 1111■1111■1111I11111111 111■1e11111111111 1111111111■11111111111111111111111■I 1L1111■1 1111■11n11■11111■1e11me111■II11■111I■11111■11n 3 V ►:+*.:.';;;;;;;••;:•.';:.x+:.. pl'•:❖:❖3;;:•;'s:;:;:; •:+•: c;:;:;.';:;:;�;:;:;:;:'** i 1111■Imm111m111m1111■11 1111■111111111111111111■11111■111111111m11111111111■11111111111111111111111111111■111111 1111■I1111111111111111■1II11■I1111■11111111111■III LL TOP OF FIRST FLOOR SUB FLOOR @';.;.;:_:;.;.,O;.�iy;.►;.;.;' •,.;.•.;.:❖:•�❖:❖:�►❖:•i❖:•i •Oi❖:❖:❖:•:�ii;.;.;.;.;:;i;.;� IIIIII■I1111�1111I■11111■11111■II 1111■111NI■I111II■11111■1111I1I111I■I11m111111111mI1111■I11m111m111m1111m1111mI111 -"011 11mI1mMigni mIIIml1I II11I1 5/4X8 SKIRT Luca�/ I�•=�'�eee-e�ee•:i-.4* : •.:i eee-ieeee•.�•a�ee ►�.i.ear.4et'►•-•--• .y*e4 111111111■11111■111�1�111�Ii111�I■IIIA■IIIA■ffili11 Liii 111■11111■11111■I�IrI■111�1■11111■11111■11111■111.1 111111111.1 11111 m 1111■IIIm111m111m111m111mi1,.II ►J� 'r ' BOARDS(TIP.) • /� • ■ j . avoe. , , - SOUTHEAST ELEVATION •\ `` E Q H N 3 VDU U I 111,,.11. 1. a 12 z llt .. i�. to �Imo 1 - 11 . 1II.1 •I•II I I n 1111111 .111111 .1.11 l . Ana,mmimmilimiunimummwAIII111■11111111IIIIII11111111i1► r- All11111111111111 1111111 11111111111111Ik - . A11111lI1111m1111111111I■1111111 111J111111111111lh.I II - II I .11II I 'IIIIIllII 111111111111II 111111'111 11 11li III III 11 ICJ II 111111111111°I1 I 1- 11.1llI II 1111 11111111111111 II 1111 1I II 11�111I II I1II Il 1111111 I1111111111111IIIII lI�11111111I1I1i11 1 I I ii 0 111 I' III 1 11 11 1 II II IN Ili I'll 111 IIIII 11;11.1 II-11 1,1,111 11111111 - .i�iuiii�1I Ill -- minM11111 nellmlemil�. �11�111iiii 1 11MIMI 11 11 11111111111111111 IIl11n11I1111■111. Nip 11■Illm1m11I11 II11■1e111111nlllllen.. 411101111111111 1mmm 11n11111■11111 I IIIIIllilIl11en1nml. . 4II 111II1111I1111 m1111■ mm 11111■1e111■i 11111■1e111111111■11111h.. TOP OF EAVE PLATE ..Almli111m11111111 1111 1111111111m111 ► Ime11m1I1mI11mI1m1. _ ` 111a1111■11111111111111 111111m m 11111 I11111h mmem11e111■I n1111■Il___ 111101111111111 �� 1111111111111e11m111m111■1 IIm1e1I1111111111111■1111111111111111rlI11I1II1 111m11111■111711 Il11 '11,= larignimmon elmiem■n111■11111■11111■11111■111 ' '_ I� • • 1111■11111111111111111■11111■Ie111111 i 1iii1LLL__1 1 l 1m1►1! 111 111111 J� 11m1111■1111m1111■111111111m11111 111.1 1_L I _I_L_1 m 11 1 11 11mn1111111111■1111■1 n..._ 4 4 1 I III 11 I I 1 11111 1 111m111�m1111111■i111m11111I1111�1I1e111 1 ll .1 11111 -1 L Illi Intl m 11111 ''�"I m nl 111111111111111101111111111111 Imlml�nl..._ Ill 1 I 1111 111 111 I 01111111111111■11111111111111111111 III ' ' 111I11I111111II11II1I11 IIII■11111■IIIi1�._ TOP OF SECOND FLOOR SUB FLOOR ck ' III 11 11 11 11 11 111 I I 1 I, 11 I III II II Ill 111 u I II l I I i l u u 11 J U:u� I Hi] w 1 1 11 11 1 III ! 1 11 I ' I I iliiiiiil fini i ■ i■in.�. II I 11111 11 111111III 1111 I I1 111 I 1 1111■11111■11 IM11111nu.._ TOP OF TIMBER �„ 1(1 l 11 1111 11 111 l 1I 111 I Il 1111 11 111 111 111 111111111111fim llllmilli11■iliimul II1i 1Mee UNIM ■ 11■11111i■ieifi111ii■fE1i11■f-1 ii - wr 111111111111111111111111111111111111 111]-II 11.1411-11-1r 11-•1111-11 1111 II- 1111 11 I}111.111 111.111111.11 - Im1 IMME 111111 III I IIII III III Ili 1111■1lEnl1111■111■ 11111 INI 1111 I I I II I'II. I I l 1 I' I 111 I I 111 I II III 11 II 11 11 11 1Ellue1111111111■lelml I I II 1 ll I I 111 11 11 l II 11 1 1 11 1 �•• ��� ���•���•� ��•� �•��•• ���•• 11111107■11111■1ullum II 1111 Il 1 .II II. 1 iii ll 1 1111 Ill II ii II II 111 ll 111 1 "ilull1111 L •.;.O •p;.p;p.;p.�.;•;•; " .;.;.;p.;.�py;.;p•',;;.�•, 1111■II11■Illmlll I II IIII 11 .1: II 11 11 11 111111 l I IIIIII IIII �� IIII IIII IIII I :'❖: i.41.. i•�►•i•ii• ❖i�,•�•i.••'4. %.i'i❖iii►• �IIm■Iu�li 11 1111 11 11 11 111 11: 1111111111 11 11 I� 1 11 1 1 11 I 11111 II 111/111/ 11 II 11 1 II 11 1 II 1 11 .1 .:40•00��•' ii•000ii•O •i'�1'Dii••b:•i••Oi•Diii•O� "1m■1II111m I 1 lm■I IIII I I Il II 11 11 1 11 11 I CONSTRUCTION REVISIONS p•. y►9 p�•ppp ,p.,.,...'O.O.....p.❖.• IIIiI IIIIII 11 . IIIIII I1 I I I II I II I II 111 Il p p;•;p.�•;•;..••;OOH;;p SS•;• •;•;p;.•;•;.;;0❖:';'O MOM11111111■1111■11111 I II I II II 11 1 II 111 I 11 II I)I 11 I I II II I)1 11 1 1 1 11 III 1 1 1111111II 1 I I I I1 I1 IIII 111\--- 6 ••• .'•.'❖...•• .�'•.'•. ❖.•.'••.❖.4.4e •: ■0hIIIm■II111I11 I I 1I I I l 11m1 I 1 I Il J ll l II =r REV. DATE DESCRIPITION 8:;;•;;•••'..'•'':.'••, ;;;;;:;;;;;;� •;;;'•�'• •p'�:;� 111m1111111111■II IIII I I I I(IIII I I I I I IIII I I II III 1 I I I l I 111 1 II 1 I I I I 1 I _\ 1 ;p `-. ---- 4t, •••.,., ........r.'.•••,.•• 111 111 LI I I I1 III 11 111 11 11 11 1I 1 I 1111 11 1111 111 111 III 111 11 J xx/xx/xx - •;•�;:;•p;.;•;•;•;:;;•;•;•;.•• �4;•••4•.;;•;Q•;•;•p;❖:::::❖:• 11111■11111■1111111 1 1 1 111 IIIIII 1 1 1 11 I I I J II III 11 11 111111 111111 11 11 II 1] 1111111 I U I 111 1111 11 11 I 111 Il - ••••❖:❖:❖:❖:❖:❖:••'•❖:❖• ❖:❖:❖:❖.��❖:❖:•�❖:❖iS IIIIMIIIImI11m0111 III 111J 11 11 1 11 111 I I I I 1 i 1 l I I 1111 11 1111 I IIIIIIIIIIIIIIIIII 1111 I 11 1111 1 ' MIR 111)1 11 11 1 11 1111 11 11 ) i ---- p;�;:;:;�:;:;o�p• ;S. ;4 :•:;;:p;ry►•;OOg�i•;:;:;�i; Im■IIm111m1111 III 1111 11 1111 11: 1111111111111111I 1 11 1111 11 I II 11 11 m1m111m111111 1 Ii II Il 11 II I1 I I I -. 1 •iii.•.""❖• • '•. •.'•,i•�i�••••• .•i?,.•001 1111■1111■1111■III I Im111m111m111m111 IIII IIIIII IIIIII I I I 11 1 II 1111 11 I1 I1 11111 11 l 1 11 11 1 11 11 11 11 1 11 1i 111 II ❖:❖P:•�••i�i❖:•.:❖:�pi❖ :i❖:❖ •••v. •O❖:�i❖:• 1 . ....'.....�';..... . is... .;.. ... .. 111■IIIm1111111 _ 1 II I Il IIIt I fl If I II 11 I II 11 III Il II 11 I II I� III 11111■11111■IIIm11111■I III II III II IIIIII II 1 IIME�•:;:j:;:•:i� :•:;:;:;:;:':;:� •;: :�': ••:; ; ; ;;ti 111111111111111e111■1I111I1111111111■11111■111 1 Il 11 1111 1 I 1111111 1111 :1111 I 11111 11 111 II 1 I I I I 1111 l 11 111 1 immi I1111■11111■111111 IIII IIIJ I II II111 I 1 Ill 1 "�"",4%,.-•'s,� At. ,•;•;•• ►•;•;oy;•;••�p•;• �;•;•;• ;•;• •• ••S•••;• �'I11■II11■II11■II11■II IIII 1 11 111 I I iI I1 111 1111 I 1 I I 11y 11 1 II 1 I J I I 1 J �111■illmIIm■1 III 11 1 II III II 1111 " 1 -•-•,...,.....z.........,.._ '`"`-» •• ���OO�i..�►�����iiOO. •00�0O0�.pp0 0 . I I I I I I III IIIIII �1111 11 III 111J 11 I I 111111 I I I I 11 1 11 I 1� 11 1 I � X1.,4,,, t,,`'�+ •ii''►•ii' • •O 00 i'•'O•'aii'� ❖..O.� 111■11111■Ie111111111■ll1m111111111111 11 11 111I I1 II 11 II11.1i11 II 11 1 I I I1 1111 11 111 Il 111 II 11111■11111■II111■11111■I 1 I II IIIII 1I I II 111 TOP OF FIRST FLOOR SUB FLOOR" `,1 ,I,:: d , �+ � •i•O.000�MOOOOOi•00� 0�0 '00. 00.000••••••••� i1G'iiiii1 I5Ii11111� 111■i11�IG_!�- II 11111 IIIIII IIIIII I II I I II IIIIII I I I ll li I II IIII 1 �i .P�IIIG�1111 1 f 111 I� Itil 1ftI 11 1{-.,. „,.„ �, , „ �� ri.k ► '''n e. ' 0 T.,..." ,\'""' Tl. 1 ,. y .n E -. `. 1:1:0„, fo.o. ..411, „ill J"ij r1_,...ii, � � •+ t t * REVISION: NO 1 EAS I ELEVATION '� .,'i :,r CII SIGNATURE C `• I.t, T +r PROJECT ": 3142 :" 1:///°1 DRAWN BY: JD r'",+�y DATE: e/08/II ��'� , SCALE: 1/4" = I1-O" * \, SHEET NAME: �, f')FES A � ELEVATIONS LL,,tt �i Y SHEET NUMBER: 1 YI "? TOP OF PLATE TOP OF SECOND FLOOR SUB FLOOR TOP OF TIMBER TOP OF FIRST FLOOR SUB FLOOR SOUTHWEST ELEVATION NORTHWEST ELEVATION i✓! 4 t � �z-�: f ()87W O FE - © 2011 DAVIS FRAME CO., INC, COPYRIGHT LATUS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF DAVIS FRAME CO., INC., CLAREMONT, NEW HAMPSHIRE U Lu O u- Z U Qdidiffz l— 'o n!y d) llu o fk D 0 C) 0 W 0 Ilu 1� 1L w a� o u U z Lu CONSTRUCTION REVISIONS REV, I DATE DESGRIPITION AXX/XX/XX --- REVISION: "C" SIGNATURE PROJECT ": 3'142 DRAWN BY: JD DATE: 9/08/11 SCALE: 1/4" = 1'-0" SWEET NAME: ELEVATIONS SWEET NUMBER: © 2011 DAVIS FRAME CO., INC. COPYRIGHT LAWS PROHIBIT REPRODUCTION OR USE OF THIS DRAWING, OR THE RIDGE VENT,TIP, ARCHITECTURAL WORK EMBODIED IN IT, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION \ oii, TOP OF PURLINS OF DAVIS FRAME CO., INC., 12 _• CLAREMONT, NEW HAMPSHIRE I, 7/AP' A. .44,11* /.4#•• /40::** Vtrtik \ , ,I /44,6p vit. , 'fit,. 4 . r 1 o ©VP \ / \ r / Ate ,: • — TYP. Or• r AO �; -,v, ff Ce. (I fir° v a by1/4 TOP OF SAVE PLATE 's L11 11! 11 "el• JOISTS*16"0.C,WIN 3/4'FLO1 ®1YP. V- :�' I t b 8 b b b z EU 01. — 111 ADVANTECH SUEFL00R,TYP. . 1 1 1 17 6 cn IU Q �_ : (�� / _ _ 4I �� �� • _TOP OF SECOND FLOOR SUBFLOOR —- + _ . u 11— ff. .9 Q O ( i'1 Ali_ __1 ��'' e TOP OF GIRDERS 0Mir \ /� ' iii •• I f / F �e F ,.: : �jj'�1 L� .;� I r iu� ftu,,•,,•• , .,.wutssHx,![3.i...• , :flrrii➢.T p • _I : ie: 111111111.11111 g .!. kill = n n 1R _ TOP OF FIRST FLOOR SUB FLOOR .' - -�+ 1. L. TOP OF SILL PLATE _o 9 I/2" I JOISTS o 16" O,C,WITH 3/4" ADVQNTECH SUBFLOOR, 0 i TYP. • 26'-0" _ // 10" CONCRETE FOUNDATION WALL FRAME DIMENSION ,.:/ Co o WITH 2 RIGID INSULATION,TIP, Cack. SECTION TI-IOUGW W IOOF D K 1110 2610" LF CI +•. � � FOUNDATION DIMENSION 1/4" � II jUV SCALE: = = 1 -O [� I( , TOP OF BASEMENT SLAB 0 czz) 11.1 .V r I ' ...., v ° orrr«xrr=ztrrrcrrr.-� ,jV Y• a = ii 1 End _,+ O ' . .°;' 4 W a . 11-1 2X6 COLLAR TIE 16" 0,C, 5/S"ZIP ROOF SHEATHING U.- 2X5 RAFTER 16 O.C. )0 - 1x4 SHINGLE MOULDING \-- E t TOUGW ' IXS FASCIA BOARD x • ,.+ w-f! ,.-„0 CA 1 ION I C CEILING FINISH `�.-"'-1x12 SOFFIT BOARD k R••• �"* � II I II 6X10 TIMBER PLATE 1\4 �'" oft � SCALE• = 1/4 - 1 G ! 6X8 TIMBER POST i '`f -�{"" E S 3 cn 0 i ! -,....-074. ..; A. Ill 111 \i,es-*"... f �. I- 4 lid r*,,, -�'�'� "r 1 EAVE DETAIL 6 COVERED 'OIRCW �" 4 ;V iiiiVi AT GABLE END WALLS,SCREW ROOF SCALE: 3/4" - 1 -OSc. if Ile v SIP PANELS TO TIMBER RAFTER WITH (2)- 13" HEADLOK SCREWS 6 6" O,C., * f' 4 FOR WALL PANELS USE(2)• 9" 4,, 1,� 0 •• HEADLOK SCREWS B 6"0.C. INTO " , • a+ ' `"'1 " • �• • 12 TIMBER RAFTER,TYP • . • • ♦�♦�♦�♦� ♦♦1 1 FASTEN ROOF SIP PANELS TO TIMBERS • � � �♦�ssN `� �6, BELOW W/ 13" HEADLOK SCREWS g 6" O,C., ♦♦♦,y4♦♦1♦♦ti 9i O♦�• : :� TYPAT GABLE END WALLS,SCREW ROOF 10 1/4" ECC R 38 ROOF PANELS ♦♦��♦�♦♦♦y♦♦♦�♦• I SIP PANELS TO TIMBER RAFTER WITH ♦♦♦♦♦�♦� 1 • (2) 13 HEADLOK SCREWS 6"O.C., VENTED ROOF SYSTEM: 5/8"ZIP ROOF ♦♦��„�♦ ��` VENTED ROOF SYSTEM, Ix3 STRAPPING TURN WATER PROOFING FOR WALL PANELS USE(2)-9” /` I-3/4x14 LVL RIPPED TO FIT INTO 1-1/2" • • • N N 10 • ♦• �� Na„ /� / MEMBRANE UP WALL 12"MIN.,TYP. I , SHEATHING OVER 1x3 STRAPPING ALIGNED •♦♦�1 �j�♦��♦�. �� m 16 0.0.,ALIGNED WITH ROOF SLOPE �` _ — - HEADLOK SCREWS 6 6" O.C. INTO ROUT IN ROOF PANELS, SCREW W/ROOF SLOPE eI6' O.C. `�♦♦♦♦�►j�♦�1�► �6' 1/2' EXTERIOR PLYWOOD,TYP, TIMBER RAFTER,TIP. ♦� RIDGE ROOF PANELS TO ADJACENT O♦♦♦y�♦♦♦♦ WITH 5/8 ZIP ROOF SHEATHING,TIP. _. 1 10 1/4" R38 ECG ROOF PANEL,FASTEN W/ 13" `��♦♦�♦�♦���� 1 !\f (412"x12"HEADER LAGGED THROUGH 5/4 PT DECKING e SECOND FLOOR DECK, 111/ '4'%,-4e.��1:�♦��� 1 11�� RIDGE ROOF PANEL WITH 9" HEADLOK HEADLOK SCREWS o 6 O.C.,TYP. ♦♦♦�♦♦�♦♦♦�•♦♦♦y. TO TIMBER FRAME,TYP. I _ �� _��,��� ��� ��, TYP. ��1 :/111t : :. ,„, , ,,e4 1 1x8 TaG CEILING FINISH APPLIED •��` y���♦��� COR A VENT SV-5 PRODUCT,TYP, - 111 ♦♦11� SCREWS g 6° O,G.,TYP ♦♦♦ 2x12 PT LEDGER BOARD LAGGED 2x6 Pi SLEEPERS 12”O.G.NOT 11111 � ` r ' ♦ ♦��♦�� THROUGH 10 2x12 HEADER,TYP. 1 — FASTENED TO WATER PROOF DECK,TYP. /�11 11� �♦111 � CONSTRUCTION REVISIONS SEPARATELY a PRIOR TO PANEL 1x4 SHINGLE:004LRODING 111 �111 �— ,i ♦♦ •�♦♦#, �I X 111 111 REV. DATE DESGRIP'ITIOhI1x4 SHINGLE MOULDING ♦ �,� - _ -. 2x12 P1 EDGE OF SECOND 1 111 '�1♦1♦1♦1♦12x12 PT FLOOR JOIST®12"O.C,RIPPED..L. ..r,........1• ■....r...�= INSTALLATION,TYP, : ♦♦ � 12FASCIA FLOOR DECK,TYP. �111111�i ♦ 1111-♦- TO i-I/4"TO SHED WATER,TYP, 2x6 BLOCKING a 12"O.C.,TYP. 1111111 44 10 10 1/4 ECC R 38 ROOF PANELS xx/xx/xx - 2X10 SUS FASCIA 2x10 SUB FASCIA,TYP. 2x12 EXTERIOR JOIST HANGER,TYP. L _ II /../ //// ��111111:1:1♦_ — FOAM BETWEEN PANELS,TYP. — WATER PROOFING MEMBRANE i0 �111111 �1♦11111� • "e` 1x12 FASCIA BOARD 1x12 SOFFIT BOARD CEILING FINISH . _ OVER LAP WALL SHEATHING,TYP. 11111�� ♦ 1111A� � I " 1x12 SOFFIT BOARD X \ � 2x8 Pi RIM BOARD®WATER PROOF DECK, �11111/1111fLi 1♦1.1111� RIPPED 2x8 TOP PLATE m TYP. 1�1�1:1:1�/ ���1:1��1�1��� 1 II i/4 FOAM GAP 6 I/2" ECG R 23 WALL PANEL TOP of PANEL BRAKE,TYP. II 6 1/2" R23 ECC WALL PANEL,FASTEN W/9" 1/2" GYPSUM WALL FINISH APPLIED 11� ♦ 1111♦ FASTEN WALL SIP PANELS WITH 9° 2x6 LET-IN BLOCK"TOP OF PANEL, 11f y�:::wti HEADLOK SCREWS 6" O.C, t0 TIMBER SEPARATELY a PRIOR TO PANEL HEADLOK SCREWS g 6" O.C.,TYP. TYP. 1 RAFTER INSTALLATION,TIP. 1 15'BUILDING FELT,TIP. 15"FELT PAPER,TIP, � - HOME SLICKER OR SIMILAR - HOME SLICKER OR SIMILAR 1 RAINSCREEN PRODUCT,TIP, RAINSCREEN PRODUCT,TIP. UJI4TE POOF DECK DETAIL. Sid' 'ANEL RIDGE DETAIL RAKE DETAIL TIMER FRAME EAVE DE�'All. �'iM ER i��41"i �1t` /�`II 11 II 3 /� I II SCALE: 3/4 = I —O REVISION: 11 2 I II SCALE: 3/411 - 1 -� "C" SIGNATURE SCALE: 3/4" = 1 -O SCALE: 3/4" = 1 -0 PROJECT ": 3142 DRAWN BY: JD DATE: 9/08/11 SCALE: SHEET NAME: BUILDING SECTIONS AND DETAILS SHEET NUMBER: