Loading...
HomeMy WebLinkAbout38113-Z rY+~ Ite- (jiw Town of Southold Annex 1/24/2014 * P.O. Box 1179 54375 Main Road ( Southold, New York 11971 1. CERTIFICATE OF OCCUPANCY No: 36729 Date: 1/24/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9205 SKUNK LANE CUTCHOGUE, SCTM 473889 Sec/Block/Lot: 104.-3-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fled in this officed dated 8/3/2010 pursuant to which Building Permit No. 38113 dated 6/20/2013 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 COVERED PORCHES DECK SCREENED PORCHES OUTDOOR SHOWER AND SECOND FLOOR BALCONIES AND ATTACHED TWO-CAR GARAGE AS APPLIED FOR The certificate is issued to FOR THE LOVE OF FAMILY (OWNER) - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0025 03-04-2013 ELECTRICAL CERTIFICATE NO. 35840 10-01-2012 PLUMBERS CERTIFICATION DATED 07-31-2012 Kevin empe Plumbin & Heating Aut ed gnatur TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY Vi * F 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 38113 Date: 6/2012013 Permission is hereby granted to: FOR THE LOVE OF FAMILY C/O ANTHONY LOMAGINO P.O. BOX 8020 GARDEN CITY, NY 11530 To: DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, WRAP AROUND PORCH & DECKING PER TRUSTEES & DEC AS APPLIED FOR. REPLACES EXPIRED B.P. # 36437 At premises located at: 9205 SKUNK LANE CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 104.-3-16.1 Pursuant to application dated 8/3/2010 and approved by the Building Inspector. To expire on 12/20/2014. Fees: PERMIT RENEWAL $2,990.80 CO - NEW DWELLING $50.00 al: $3,040.80 In ctor FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35840 Z Date SEPTEMBER 8, 2010 Permission is hereby granted to: FOR THE LOVE OF FAMILY LLC 9205 SKUNK LA CUTCHOGUE,NY 11935 for DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, WRAP AROUND PORCH & DECKING PER TRUSTEES & DEC AS APPLIED FOR at premises located at 9205 SKUNK LA CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0003 Lot No. 016.001 pursuant to application dated AUGUST 3, 2010 and approved by the Building Inspector to expire on MARCH 8, 2012. Fee $ 6,891.20 _ 3 `gyp J 29qo' So Author' ed Signature CA i ORIGINAL Rev. 5/8/02 Form iNm 6 1ONN'N OF SOII'I HOLD BUILDING D6;PAWINIENt TONA'N ILVd, 765- 1802 APITIC~k'I [ON FOR CFR"PIFICA I'F 01, 0(( UPANIC hi< applicttlion trust hr Idled in ho IvpcNmter or ink and sul milted to (lie 131.111ding Ucparlment wish the I01k M ine: For new building or nest Ilse: I I innl sung of property ~%ull accurate location 01'all huildines, property lines. sheets, and unusual nalwul or Inpoertphic fCYturC,. Iinul \pprocal liven I health Ucpt. of ~catcr supple and sewerage-disposal (S film). \ppmcal ufclccIIical installation lion Board o f f ire Undcl"Iileis, -1. S" orn slalcment hone plumber certifying (hat the solMm used in system contains less than 2, 10 of lit knid. nnuucrciel huilding, industrial building, multiple residences and similar huddings and installations, a ecrtilicatc of (-ode ('nnipliance from arclutecl or engineer respousihle Ihr the huilding. i~. Submit Planning 13oanl rAppro\ ill of nnnplctal life plan reyuircmcnis. Ii. I'Or existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I \1CW:llu,ltrvev otIll 01MIV x110" mg all property lines, streets- building and unusual natural or topoeraphIC (,aturc,_ A pnlperh c~)mpIcled application and convene to inspect ,ig.ucd by the appliamL II I ('ert i t irate of Occa pan( ) i> d,aIcd_ the I3uildila In,peclol hall slate the reason, Iharlur iii ~cI Iting to the applicant. bees mitigate 01 (ku ItHIC~ - Ne%\dwcH mg 125M 1, ;Additions to dwelling $25.00, Alterations to dk>rclline $25 u(I. nnnnac pool building $?>.W 'Vdduioun' to uccc,sot~_~ huilding 525.00. 13uninca~c,~ SfU.Uil. C anillalc A Occupuncc oil Prc-cyIstimt Building- 51110.00 _ . ( opr of crtilicatc ill Occupnnc~ 25 -I. I pdatcd ( crtific;tlc oI(I( upamc j50 oo IcuIj)0I LIti Gcalc oI )Ccupanc~ - PcsiMCnli al b l x.00,( ommcrc ial S l 5.00 Dw i5lz q I / 3 . Nc" (A m,imoh m: Old or Prc-existing 13uildiug: _ (check onc) I ~,rati~m o(Pnq~cn~- q a 05 6cy. _ ~ll~?) - CC&- -ck OGj ( I how W Slrccl I Llq( I l,cnrr. ot Propcrl, For- The L-OV e D 7C FaM AJI, Lilac _.11I I ,'unl\ I Alnli V1) 1U00_~ICCI1011 109 Block 03 1o( N.011 Sohdi~i ioll Filed Map. Lot: I'rrniit A,I 35g q0 Iktcol Permit. \pplicanc I I'll I )cpt_ .Aphroc;tl Undenv rilcrs Approval: Board \pplo\ad IZrynra Ian- lcillpol'lio ('crttliruc I final ( criiltcatc- Wwh k one) Icr S.thnnucd: S \hplirant `eta 'c pF SOUTyOIo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: For The Love of Family LLC Address: 9205 Bay Ave City: Cutchogue St: NY Zip: 11935 Building Permit 35840 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-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 400a Heat gas Duplec Recpt 133 Ceiling Fixtures 35 HID Fixtures Service 3 ph Hot Water GFCI Recpt 30 Wall Fixtures 46 Smoke Detectors Main Panel 2-20 A/C Condenser 5 Single Recpt Recessed Fixtures 158 CO Detectors 2 Sub Panel 2 A/C Blower 5 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances 1-dw Dryer Recpt 2-30 Emergency Fixture Time Clocks Disconnect 2-20 Switches 148 Tvnst Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 12 paddle fans, 9-exhaust fans, 7-ARC fault circuit breakers, 1-50kw generator with control panel Notes: Inspector Signature: Date: Oct 1 2012 81-Cert Electrical Compliance Form.xls i i Town Hall Annex y Telephone (631)765-ISM 54375 Main Road 41 Fax (631) 765-9502 P.O: Box 1179 Southold, New York 11971-0959 y~ouN?r;~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 71 3 ' 3- Building Permit No. Owner: LXYvtyrN!- 1 &J (Please print) Plumber:rJ 9WL (Please Tint) I certify that the solder used in the water supply system contains I than Vl0 of 1% lead (P1 lers S re Sworn to before me this 8 day of 201 - PATRICIA RICHERT Notary Public State of New York No. 6 3 -4741154 Qualified in Nassau/ / Suffo Sufto Co n' s Commission Expires e Notary Public, d4aa&~' County I', ~,~pF 504T~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ING / STRAPPIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FM RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETTIATION REMARKS: 69 /DATE ~ I' INSPECTOR - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESWANTTCCONSTMCCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 75 I DATE 1'6 4L!~ La INSPECTOR vs~, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ j FO ATION 1ST [ ) ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 i NSPEC N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 10 /13 INSPECTOR o~~,oF souTyO6 ~Mo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL )ROUGH) [ ELECTRICAL (FINAL) REMARKS: f -t ~(l!~. ~ilZyG ~Q (G' DATE / INSPECTOR ;~t . ~,OF SOU~y~ 0.~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ XROUGHTP EIG. FOUNDA TION 2ND N FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r L 6< T- G DATE INSPECTOR \ 3s' ~ 5oF310%; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [ ] R OH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ rFAFETY INSPECTION FIRE RESISTANT CONSTRUCTION SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:I DATE t l INSPECTOR Wly~ v'vs TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I [ ] FRAMING /STRAPPING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIR INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ `]ELECTRICAL (FINAL) REMARKS: ~A , DATE 7 INSPECTOR FIELD rMPRCMN REPORT DATE COMMENTS O O ~ro FOUNDATION (1ST) (N a y FOUNDATION (2ND) ~o sQN Q Til ROUGH FRAMkI Q & G PLUMBING Z A Z rn c t~ INSULATION PER N. Y. n j STATE ENERGY CODE O C 11 A FINAL AL. fro ADDITIONAL COMMENTS io p 3 Q-0/,kA o~ d o 21 . TOWN OF SOUTHOL D BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART Do you have or need the following, before applying'? TOWN HALL Board of Health SOUTHOLD, NY 11971 - 3 2010 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 pEpl z Survey SoutholdTown.NorthFor net 1~N 3s8~o Check Septic Form N.Y.S.D.E.C. Trustees _ Flood Permit Examined 20 Storm-Water Assessment Form C~ y Contact: / Approved I r y 20 /o Mail to: / le Jc/ Z Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date O D 6 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work, e. No building shall be occupied or used in whole or 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 Kcodnd mit authorized inspectors on premises and in building for necessary inspections. (Signaration) PGBO}~ 93~ C~lC 6/ i ,~Y l/9~?J" (Mailing address of ap lica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises fDdz TtJF La Vr D/- 1 =,9titlc y t (As on the tax roll or lat st daed) 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: 2 O f 41,E ~ JC / f7iC~~' House Number Street Hamlet County Tax Map No. 1000 Section Block 0.3 Lot 16. Subdivision- Filed Map No. Lot 2. State existing use and occupancy of premises and inten e and occupancy ofpfi~t d construction: a. Existing use and occupancy S/N C C F /u C f i b. Intended use and occupancy _ 3. Nature of work (check which applicable): New Building A A on Alteration Repair Removal Demolition----,,e Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ~E C- FCij J" 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories S'ce I curl VF -V 9. Size of lot: Front R ar Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ¢ 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO~ I~ Lc. 13. Will lot be re-graded? YES ~AQNO VCtI] excess fill be removed from premises? YES NO 14. Names of Owner of premises LON1An/lolad Address Phone No. 51e(-Z62- /rf4e- Name of Architect S C N i,. ,4 yZ j L Address Phone No 73 y Y/ z t 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 AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. CONNI€ D. BUNCH STATE OF NEW YORK) Notary No.0%116185050 Yorb : Qualified in Suffolk Coun COUNTY OFS_1 S ~ Commission Expires April 14, 0 1 &'g `C ~'Cta/42 T,7-- being duly swom, deposes and says that (s he is th applicant (Name of individual signing contract) above named, BUILDING DEPARTMENT (S)He is the P.O. Box 1179 -Anothnid NY 11971 (Contract Agent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r_ day of US'I 20 1 (D Notary Public Sign of plicantof plicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7279 DATE: APRIL 2L 2010 ISSUED TO: FOR THE LOVE OF FAMILY, LLC PROPERTY ADDRESS: 9205 SKUNK LANE, CUTCHOGUE SCTM# 104-3-16.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 1 I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 21, 2010, and in consideration of application fee in the sum of $250.00 paid by For The Love of Family. LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing two-story dwelling and appurtenances and construct a two-story, one-family dwelling with attached garage, porches, decks, and patio, with a new pervious gravel driveway, and a drainage system of leaders, gutters, and drywells; remove existing sanitary system and install new, upgraded sanitary system at least 135' from wetlands; and establish a variable width (min. 50% approximately 31,000 square foot Non-Disturbance Buffer; with the condition of a line of staked hay bales with silt fencing is installed prior to construction; and as depicted on the site plan prepared by Mark Schwartz, Architect, last dated May 28, 2010, and stamped approved on June 22, 2010. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ~~gOFFQ~,~c , ~°y a~ b 1t ti /e er TERMS AND CONDITIONS The Permittee For The Love of Family LLC residing at 9205 Skunk Lane, Cutchoeue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Penmittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Department of Real Properties Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. James F. King, President ~oF sorry Town Hall Annex Bob Ghosio, Jr., Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen l~ # Southold, New York 11971-0959 John Bredemeyer G~j, • ~O Telephone (631) 765-1892 Michael J. Domino Fax (631) 765-6641 ~~OOUNfI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0852C Date: May 2, 2013 THIS CERTIFIES that the demolition of dwelling and construction of two-story dwelling with attached garage porches decks patio gravel over asphalt driveway, leaders, gutters drDyells• masonry fire pit walk, removal of sanitary system and installation of new sanitary system: 15' non-turf buffer on landward side of non-disturbance buffer, coir fiber rolls At 9205 Skunk Lane Cutchogue New York Suffolk County Tax Map # 104-3-16.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/30/10 pursuant to which Trustees Wetland Permit #7279 Dated 4/21/10, was issued and Amended on 8/24/11 and Amended again on 2/20/13 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of dwelling and construction of two-story dwelling with attached garage, porches decks patio gravel over asphalt driveway, eaders gutters, drywelk masonry fire pit; walk; removal of sanitary system and installation of new sanitary system, 15' non-turf buffer on landward side of non-disturbance buffer, coir fiber rolls. The certificate is issued to FOR THE LOVE OF FAMILY, LLC owner of the aforesaid property. Authorized Sign ture NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-12711 S~PP PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: FOR THE LOVE OF FAMILY LLC FOR THE LOVE OF FAMILY LLC PROPERTY C/O ANTHONY LOMANGINO 9205 SKUNK LNISCTM 1000-104-3-16.1 11743 BELLADONNA COURT CUTCHOGUE, NY 11935 PALM BEACH GARDENS, FL 33418 MARY STUART KRAUSE 260 EUCALYPTUS HILL DR SANTA BARBARA, CA 93108 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.5 NYTM-N: 4543.9 Latitude: 41°01'05.1" Longitude: 72°26'56.2" Authorized Activity: Demiolish existing structure; construct a new single family dwelling with accessory structures, pervious driveway and septic system in the Tidal Wetland Adjacent Area. All structures must be located a minimum of 100 feet landward of the tidal wetland boundary. All work shall be in strict conformance with the attached survey stamped "NYSDEC Approved" on 4/23/2010. 1 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-02711/00010 New Permit Effective Date: 4/23/2010 Expiration Date: 4/22/2015 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: Date Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1.4738-02711 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS F NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities / structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark Schwartz & Associates dated 2/26/2010 and stamped NYSDEC approved on 4/23/2010.. 4. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 5. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 6. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-02711 Attn: Compliance 7. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 8. All Structures Must Be At Least 100 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new single family dwellings with accessory structures and septic systems located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 100 feet from the wetland boundary, are not authorized. 9. Development Restrictions New single family dwelling, accessory structure and septic system projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a) (1), (2), (3), (4), (5), (7), and Part 661.6(b): - The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. - The 100 foot minimum wetland setback requirement for all components of the septic system. - The requirement that all components of the septic system be installed at an elevation at least 2 feet above the seasonal high groundwater elevation for the site. - The 20% maximum adjacent area coverage limitation for impervious structures and surfaces. - The minimum lot area requirement for the construction of new principal buildings; 20,000 square feet in areas with public sewers and 40,000 square feet in areas without public sewers. - The 75 foot minimum wetland setback requirement for all hard surface driveways, roads, parking areas and similar impervious surfaces exceeding 500 square feet in area. 10. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 11. No Changes To Existing Septic Systems This permit does not authorize any alteration, expansion or replacement of existing septic systems 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland. boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywplls with the capacity to store / recharge the runoff from a 2 inch / 24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary Page 3 of 7 Ak NEW *YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION = Facility DEC ID 1.4738-02711 14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 15. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 17. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 18. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 19. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 20. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 21. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 22. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 23. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 24. Permit does not authorize Fiber Rolls already installed This permit does not authorize or legalize the existing Fiber Rolls which may have been installed without the benefit of a DEC permit. 25. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 26. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 27. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 NEW-YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ~ Facility DEC ID 1-4738-02711 28. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 29. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 30. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 A;EWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 1-4735-02711 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Page 6 of 7 . NEW'YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW .Facility DEC ID 1.4738-02711 Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the ripari an rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 L a G i o Town of Southold ® Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. s: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol loco Q~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN ~Ts-6ict e~o Blbe cT- "Cot" CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Ij 3, 706 SF I Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within Z• p A~ES the Scope of `ark for Proposed Construction) Generated by a Two (2") Inch Rainfall on Site? (S.F./Acres) (This item will include all run-off created by site V/ b. What is the Total Area of Land Clearing 30, A V S F clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed C- 7 ACQES Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F. ) Acres) PROVIDE BRIEF PROJECT DESCRIPTION tFmwd•Aaelnonel P. 2 Does the Site Plan and/or Survey Show Ail Proposed ? e°` 0° NB°dB0) Drainage Structures Indicating Size 8 Location? This J Item shall include all Proposed Grade Changes and DgAaL4_04 E)C(~T NnL~lF U ~ItJC. ~e r Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion ? )FE-420VE C"C Z XLE 40770 f/ -V AW and sediment control practices that will be used to I Control site erosion and storm water discharges. This ~IV.T~l k oyow #ryw r~ OKIf 60 G~ item must be maintained throughout the Entire -AT tL~- ~r~n t!r Construction Period. WEev f}rrair (tA TN 9'/~7 ` /G a 4 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ~ ~ NE W Fit L 4f ACAC, Existing Grade Involving more than 200 Cubic Yards o of Material within any Parcel? Zee W~1 ~NU 5 Will this Application Require Land Disturbing Activities - AJ9W 4M_11 - w~iT Zit t~iB( /•v/1~F Encompassing an Area in Excess of Five Thousand s/ , (5,000 S.F.) Square Feet of Ground Surface? ? S T OF w ~VL 6 Is there a Natural Water Course Running through the ? Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or Within One Hundred (100') feet of a Wetland or Submission at a SWPPP Is required for all Construction activities involving soil Beach? disturbances of one (1) or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to / Including Construction activities involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? V the DEC has determined that a SPDES permit is required for storm water discharges. ( SWPPP's Shall resat the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious - for Storm Water Discharges from Construction activity -Permit No. GP-0-f0-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shag be prepared prior to the submittal of the Not. The Not shall be Into and/or in the direction of a Town right-Of-way? submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ? required, post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any / constructed to reduce the pollutants in stoma water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder V compliance with the terms and conditions of this permit. In addition, the SWPPP shall Area? Rnu hwn will NOT Inane. the InsWbilen o/1hNewry Aprem.) identify potential sources of pollution which may reasonably be expected to affect the quality of stoma water discharges. NOTE: If Any Answer to Questions One through Nina is Answered with a Check Mark 3. All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F. d 1 Acre In area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water, Grading, Drainage 8 Erosion Control Plan Is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Priors, Issuance of Any Building Permit. (NOTE: ACheck Men, (4) andror Answer for each Question Is Required for a Complete Application) STATE OF NEW YORK, CouN-1-y op ...5vrf o(. K........... SS That I, rLF....1~-.....7J. 2.~(~~,(. wA g) 4rbeing duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing DocurAent) / A -r - nd that he/she is the r..... tel. !J,(.......................................................... (Owner. Co cloy, Ag t, rporeis Officer, etc.) 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 that the work will be performed in the manner set forth in the application filed herewith. Sworn ttooo befog me this; day of .............Q............... , 20.. l(~ Notary Public: BABETTE CORVINE""""""" " sgnawre of r nq FORM - 06/10 Wary No.OIC05792800 pualo In Suffolk County Commission Expires AAi4.f' laf so Toiyn Hall Annex 41 Telephone (631) 765-1802 rtd gx (t6il ' 16 54375 Main Road CA -'we roger.riche oil n,s0UJ 016.nv.uS P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: It F-Lf-=C::r-12-J Name: a GJ-L-r C'upa-a-, 1;-ZL-L-0 License No.: -5- 7.1 - F~ Address: P 0. S,0,~4 CA I-S-" -&00,F4C>L1>,Ny, ttq" Phone No.: :5-/ G - X 5LE - 5---iea t ea L~ JOBSITE INFORMATION: (*Indicates required information) Clo .4pir~o-miy 90 /Al: //Z-y .4 4WWA16-1-41V *Name: 1~,VLI ~o *Address: Aeg. . Cv~~oavir, A19 le?sr *Cross Street: A1ASJAL-, 2!~: *Phone No.: (031 &.?fr 103& Permit No.: -:3t5wo Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) IV464t) 126 to tc- 0LJ ci~- (Please Circle All That Apply) *Is job ready for inspection: YES Rough In Final *Do you need a Temp Certificate: 0) NO Temp Information (if needed) *Service Size: Qflase) 3Phase 100 150 200 300 350 Other *New Service: Re-conneGt Number of Meters/ Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION -V/- x" 41, ~/J, 82-Requyor Insipt'ctfion Form RCHITECT MARK SCHWARTZ & ASSOCIATES 2849:) Main Road • PO Box 933 • Cut(hogue, NY 11935 631.734.418) I )),ca:mksarchitcct.<'om August 31, 2010 Southold Town Building Department P.O. Box 1179 Main Road Southold, New York 11971 Re: Lomangino House 9205 Skunk Lane Cutchogue, New York 11935 Whom This May Concern: We have calculated the mean roof height and the grade plane based on the Site Plan submitted. The mean roof height is less than 35' and the grade plane height is less than 6, therefore both conform to Town Code requirements. Please call this office if you have any questions or require additional information. Very truly yours, +F e Mark Schwartz va 8.P # 3 -5- BUILDING PERMIT EXAMINER CHECKLIST *Date Submitte,dp: ~g 3 ^I0 Date Reviewed; 8-19-10 d--O~ L`LC Applicant: Owner: rchitec ngiaeer J ~3 ' I ~I S Estimated Cost:_ SCTM# 1000-- Subdivision: doh -10-70 Zone: 7 " Conforming? Property Address: 9a 0 a , ~ City: Pre COs? Building Permits (Open/Expired): BP -Z / GO Z- , Info: BP -Z / C/o Z , Info: BP -Z / C/0 Z- Info: BP -Z / C/o Z• Info; BP -Z / C/o Z- Info: _ Single & Separate Search Required? Y o UN Determination: REQ. Lot Size: +0> 000. ACT. Lot Size: 6 I1~ 7` f REQ. Lot Cov. ACT. Lot Cov. d/C REQ. Front 5-0 ACT. Front 0 N RE Side /5- ACT. Side Zd_ REQ. Rear s~ PROP. Rear 0 k Q. HeighFACT. Height_ _ RE6t, B,#~ SIDES 3'- ACT~nAll5ec-b Bof5cgm Project Descnption.. cr /Ikw /-K D~ SIT. GMC R- / OfF/c~~ M W_ G e_ O0 ,?T o t'< S Sl FD c3.¢zEBo Waterfront. or N? S/r(1 9kbQ 2l /11~I57i ~ ut E- B BFDIPoOrt S~ 4*(d ley S A BrSTt/.s'. If yes, water body: /~Ipp Panel# Flood Zone: Bulkhead/Bluff Distance 77,6 ADDITIONAL APPROVALS REQUIRED p ~3y7o Suffolk County Health: (Vor N -If yes, *Bed#: *Date: 61 /b *Permit#: i\ IO-IO 0 0 aS Town Septic (Y r N If no, certification required: Y or N Received: Y or N By: NYS DEC: a DDEC 911/7 Y or N - Date: Y/ a311° Permit /-738-0'97/( 0L Notes: Southold Trustees6or N - Date: * l a l / l0 Permit 7P-77 er-NJ-L-ei•ter= Notes: Southold ZBA: Y Oro - Date: Permit - Notes: Southold Planning: Y or©- Date: Permit - Notes: Town La4dr 0 CC of A: Y Yo IZT COpE Compli cc (page Y ~r N Notes E: T7 *NYS m~'0-3`,dW 3/tiC 3 1.6 /Vy / -19`10. M t7 r eK 1t&Ak.-tX- 14 Fee Structure: alculation: VZ; _ Foundation: SF 1. SF)- ( TSSFSF X $ r ~'0$ el (o First Floor. 1~0 3 _SF + Initial Fee: $ ~0 0 . 00 Second Floor:: 19.3 SF +Additional Fee Other: D o r` a43aSF 2. ~H-3, SF- 300 SF = ( ) L ) 3;L sFx$,3o=$ 639.6o Total: SF +Initial Fee: $ 70, 00 / + Addition4l Fee ( $ TOTAL: $ 6 ~ 9 I , a~ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: CA Ground Snow Load: 201 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe " Frost Depth: 36" ~~Termite: M-H Decay: S-M ,V Design Temp: 11 V Ice Shield Underlay: YES Flood Hazards: t~ USE/OCCUPANCY CLASSIFICATION: { l HEIGHT/FIRE AREA: ° TYPE OF CONSTRUCTION: \-wo U DESIGN CRITERIA: ENGINEEREDI SCRIP FULL FRAMING DESIGN ELEMENT HEADERS: OIN WALL STUDS GIRDERS: YIN CEILING JOISTS: +S N FL9OR JOISTS:OIN RO 2AFTERS: Y LUMBER SPECIES AND GRADE: ((1fiNN 1 A FQ WINDOW AND DOOR SCHEDULE: O ' S~ 0 MISSLE TEST RE UIREMENTS:#N •S, 7 g EGRESS 5.7 F.:(Y0N 7t 6, q 1 if l~ qG LIGHT 8%: /N Q CU I VENT 4% /N a NAILING/CONSTRUCTION SCHEDULE: ON /0 °t a E a r I° MEANS OF EGRESS&IN ~ 7, b o PLUMBING RISER DIAGRAM&N I 0''r S, 6,3 LOCATION OF FIR.E PROTECTION EQUIPMENT: i (b p u 0 TRUSS DESIGN:©N 35 ~~j 53~', g~ ~O CERTIFICATION: Y® O 4 L-2 ENERGY CALCS:Q/N TOTAL COMPLIENCE?N/N (RETURN TO PAGE ONE) , v O TiCO D ` I Q ~ /Os/ -Vm~ 3 ~L-, Yo C31-/ 9-'), /0/0 ~Q 3~ 39 /S,3 (;-3 to-5 ~l s~; T. i r=. , 5 E3~"` w wv~n T , RUN on Q~ a. ~ O~' a1YN ~ .f~IA a~ i 3~, t I s ...r.. _ } Y•'~ 1;';` pY V 1 T-' c, / ~ ~ tt ~ ~~.E~ $ z,' n<<. c £t hadill! 1111111; 1111i 11 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/10/2007 No. 43858-ME SUFFOLK COUNTY Master Electrician License This is to certify that ROBERT J SKYPALA doing business as GREENLOGIC LLC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Director ' 11, 1 1 1 1 IN, +4 'f I h r rp ar I d 11 I 14 duyY I 4M1r1111 s'di 1'r'''r 11n4~'Id~r r dyr, 1101 its 71r r' 4 ,xr, !r r,rr;14 rA1141,1'1 Ir'r II'IdYy so I r I Iq•dbrrY la 11 1441 5 111111 h1,is flits ' 'tl 0114 ,,171 ~4 'NA, gI,Nfr ,'141b W.r I.-'s, r1'r/r l,l$4 ,grll Il rr ?4dd r+ AI1141 /11 114 1, 41 '1141'1 •4,4 1'11411 ,1r tAr ,IA,1 '1 14'1x41,,11 / 4dr r'N 5Ar1Id,l 1, 1'IA ,I f. 711 4,r 1 {,1 A44M '14' x'471'' 0.`4,4 p, '"rn144710a1 « •lA'.1x0 1 1'A 5N Av't 1 17 A11N1 N{4 1.41+ MIN lp'1'I 144a'+p 14h 'I714'i lI'p .«y, 1 1 1 1p 'I 7 x 1 r r w 1 1'I 1 0 0 1 1 d 0 1,r 1 I H 1 1 1'+1 4'r'1' 0' r '0~0 r ,1 + ' 1 ,41144x1 .IN II4R 4N1+14111 711 101./1 l1 0i1 O.L AI,f405 x'111 a'1 n,+nl,l'~'!h',1' '1t 0rlrl Y'I+~ 1'p rOAh l" 11 , I 1 , ' 1111 1x"41 01 41 r 117 ? +4'' 1 4 yI\., 1,l , O i IR r~A yv r 04, 4 1 0 r1' Alp l'Mr AI, 4,~1 1A I.r1 i rl 1' 0,ny 1 ,N 11 q l r 1 +j1 P ryry,,11 1 P01141 1'1a 1 .'«A r4i 1111;1 //00'1'Y 1'd d) +r4'A rl pa a+1.A 11 1~r,/7,1111 1' 1 r 'I~~1''1 44dN +1841+11x1 1,'4 1 b'A11 rh' 1, 0 151, « / • + I Ir'rf11W~'L~f«.ry+~ylyy~Pa 0 IM/ f~ 15 I P!` !...too 197. . 1, 1 f 144, I F r r I,~yN. 9 1114 1 Y ' 1'n'110 14',x1 Yf r 14 411 y,11 '710'' If r 11 411 1 ' 1 PI r117/Yj'r 1 I 5+ 1 Nr I x ,f ' 1 1 I I ! ' d1 L r,' 1, I 4 G 1 1 N,1 1 xl' 1 « Ir+~~l / 51 ~1 rr1 41 1 r y N I I 1 IP1a rA,A N, 111#x`5# 111 11 1 t M1f,P 4+1 f , ~~4 iAN , „,,,f0,04'~' yl t,1411y001 ,,5 r0,1yN1 1''0 141'11x'!! IA~.01'I +'+''I l~i1 ~Y rtvl' '1j.5 ~},xrl, 11 'f~'IA yy~'Lq~I Nr,1t4u'i',, n~11A 1 11,,', ti4,11 ,,t 04y+„gh 1 ~r ! 1 4x1714 A +,,r 1 4 ' /yP 41/ 1~ r, ~~r~ , ~r• ,1 UI'1 lpl, r 11 ,r1 4 'I 1 ~1 ' ' 1 1 I' ' 'rt•'',x I,x 114' 1/N44'li 1 is 5 1 1 111 1 14 +'14 '1'4 014 Y I' 1.+410 #ild 0 b't4/ , 1411, x'11 r, 11x 14a Is, 1'4 ~1~1411', / 7 1,41N1~111y~1','114, 1(,'5111I'1« ,t ' 4,4,111447, 11~ As; 1+pr1/'1 ! IM1 1,11'41, 111111,1 4(11,44,x'# 1x411'11 141 a'7'1• X 501 I444r11il'~ '''l/ T414'll'41,10 is 1144',1\I IIN714r((~A10~`ghdl{ry~l~pll%INu'4il lhl'p'111 1'i+l~''4d1 ~~1g1/1,1of~I~ 1x01 1+''~~ ,,IA~\x''i 11111 ,,(Jy'. ~pA 44!11 , 11/1. 11'15'fl'41d1'154 71 h144 0 d1 Ir 111111 n1`I jf ~/"j11 1 x 1''r 1 1 lup' 1 I, 1 11 11 r 1 r 0 4 N 141 0j1 ' 4110's il'h 1~lAi5yr l0f1h'4"jI'h~1 iA11'"1,,1 1$so 0 ' 11,1'5' 101 1 11111 14,0$11.0 « 14400#4,1, `1011, 1'1 1144044 x1If 1p 41f, I11 '11x'71 1j '4A 1 ll I15Nt1,a44iA1, 'pl 1 11, A'll'1,4 A 411N +q «I '+Il /lr+'i4111A I,11A'jrl l P'1 P11~,r'hgyri ~l4 NI''1k 1d 14P 00:44 Oil 1 / 1r '40 ' 144 it It l 1141 r I x 1 1 1 111 ~al 1 a1 d / #I 111411 ' ; ti 'f' 01'+4 1, IA 1 I\i'i004y'~ti7#'151 +0104N1'1«'111 'p IN 1. i~1411 1 1 1 0 1 t1N 1 1 '/151 '11111 ,~11h rdd yl x Ir l4, 1 041 1 r 1 1 , 11 14 1 1 4 1 11 1 ,51'414"' A 71, +1 1 Ilk j p 41 111 n4'S1 1 Ir1 N,14 11'1,0 Pp' 01'+'11q'a'Iy1Y'!11'1 1a i1 1'1171p'rh14 4 !0,111 11 pli'Md pI ~1 Of 1 1111 14,1 11,1 r,a 1 I , 1 41,111 •'1 ,11 1111114, N~r/~1,P 11 ; h d 11 '1'il•1 1„11111 U1 1,14 y ( ld' If", 1 A { 11411 1 Ip 1 ' 1 p 5\ A' r I' 1 ' I TI 1 r. 4`V111p' i N I 1 0 5h11 r 0' 44 . 71,41 r'1 1111'4 ,'1 all, off i1 1 0r S „ 1 h4A I " a hf '11 n Ih4 11 N A t 0 IA' 11 0 1 yr 100111 I 1i4111 I11~Irf 5a , ~11 O'til" F-0, I rl4 1,11N1 ' 04x M1 1 1Y V00 ' , r4n 1 110 , ry xI, 0 , u 111# A If rI1`y"1 1 A114 l h, I d1111,X'1"I' 111' +Ila +r'+1%IN~~41''' 41n1 q 1 x y /1.4«, d a, 1 2 1 1x+ 5 /fl1 IIN1111 + I4r h ~ 9g111/1f'511 f 11x11 'tl \V « 4j 11010 1!111 1r 111151 A~ 4 4,N 7, 4x11 d1f4N 1' S.• Ali A I11I 1 11«1 1 411 11 r I , 1 Ir 1x'4,11+ 1 Ir 111'1# ' 1 14 1,144'1 1'11 71 ~.•II,r4I f P ry «y~ 1 1 1nf1 41~,Y 111# 1 Nd11 y f N 11 f 1 R~I 1 111 7 ,d 4,1#1x11 4 1 t4, 41/ 9'px1`h,,~ ,'p 1 1 1 '1~'1\1 11 , 1 111411 11 ~ 4 ~1 vld,3N14n1 411, 1p u ~4 111 q141 y«74, 1 ~1 l A , b d 1 ' j ~1 1 1 f 1. NIII'1~1511~+,\I{ 5r~y 711''11 74 i1j1 1 4 d yY''d i • $ 1 ,1 1 1 1.114 1 PI'11 11411 4/ 10411 ,y Al{. ~~1_ ,5 .~,~yjg~ti7Ntl1,N4yf11t4 ,'p~1,,1 f ,,'0~4N11t/ 111111 ~1111'1A d+'X11,0'117441'44~WI+W'K,f11~~h'414A1,p'hl''I h4y~~r 4 x 11 #141 ,+r'9l'1'l'Ih,lAf« 4) 1 I f 1 0 1 n .I 'N1 1+11 ,1 ' 11 1 I Or 11111' E is It t y,dflxy~~1 1, 4#1x5 1 1 , 4Y Ml f ' ( r' 1 1 11!1'111 , ' 1''01''1 + 1 P 1 # 1 1111 p4 1111 1 11 /'1 4n ' 1 1 1 ' 1 , I 115 , 1 toy 114{1441 r M' 1 ~ ''44x 1'41!1! 410/a 17N41140N'11 011 ' , , , 1, pllr~r1dp AI 141, d IV is r 11'r 1 « 14Y'I ~ 1 N a 1 1 7N74 ,,4, ,p a10 1 /,arIA A, 1 '11 .111 1 1 y 1 '"1'14q 1x1.4 t1: '4'«1 110"1611;'1" a 44'1#•1 V/Ni44h 11 Mff 1511# + 5M 1 1 PI t 1 111 4 pN 4x4,'1 x74 4tdA1'r4ii 71 141,, 1 p1j~A n 1' 1 I h 1x11 {lfN 1N,+ll a 1'r a 45 1 y1 t 1,10 •Y, ,,1~ / !y, ~1 1 1 1 II 1 01 1 0l M 4,N I 5«11 1 4' I 1 I yx 01r 4,, 111 11111'^ f~ll«'41,r11 ~I1y7P~~ rf"11~ dNI tN1.1do'1'Ifl1l'41+jqy, i „41~i1.4 X14 1«'y j'1\1,11 f 1,1~V'r f'vq +111,~n 4~1A 11 1 1x1 r, f h1~1y1~~41,fI AI~Ij111'~n~4hd'f 1 I 1~, Y4p./ry1,IIr44/111# d 4M1t 40f'"4hI11~yg1~/,11n11"~ b1115.Iyf~,1 y1d1,1~1r p 410 114'n1 a~ n1. 4,q, 1'4'1'~`41P'Ir«,4y`yI+ Irliyf/1'1A,'INp1 11 NA ~i %~i'1++rp g1.11•!;i 441 y1,~~A~'r/~ hi I I ptlu fl ~~4 it INIh111~~NM'~i4r q'th ;~5 `4151~I ,gN'Y114, 15`44 'rfa4rwAJ i~i lip j5111f4 f 1 1 411 1 1 1 1 1 11 4171 y1 1 ,11 11t' 4 11 1oONNA~1 14 5 N44 , f 11114,Y 11 1 III, fi 1 r'1 { 1, A'IA'f14111f 41' 11'04+1 1 11,N A 4 N /9 N 1 W 1 f 5 1 «1,t A~/f ' % 01 1111 rl 41 ~41,# 4q 1,114 Y+4/11 Nt1 4A, 1 p p L1 414111 41 `IN11p p INI 44'!11 '*5 #14 \yll+ +'N'1'1 r1'•; 1, 11 1'S l~,h SId;N rlh' ,1 `/I~I w~ 'I,~1~'1 "11l`A 1~a/111.4 N' Is 4 1 f 11 1 11 1 1N 1 7' '4„11 it's 1 r'.4 1 14 1 1 "x r 1 15 05% % / 14{!I,~'/ 1 N/ ,1111 !•r 714 1 a 44 4 dA1 1„plp IldhShL r~w;"xl yg1~I ,11x11\1; e011'141, i71`11d'4411/i'11~Ir'/n7y11~~1~+~Irf•'yh41jh 1Vd ~~,,1,Y\~l'N \!'f4/f1g1~;n~ry'N'1f,n' ~N1g1~I11 4,111 r'r4ya 11, drr~I (11'14, I ~11 ~ 1~1'1'M'11 10111441'1'11~1'N111 1 lls pA1ru1'f~i111'p till a4+16'M.P'?i'1~r~~i1 Af'rA~'t1''4~I~'411r :11 .1 f+'4 1 4N,.! 1 r~ {~11f1'~, l r«. ~a 1/,'1 ,14 ,1~~''4 r f Ly'~411, • 1j, 11!`111111iyylt'+rl`4l ffiq'1Mlrf \1 71• '4~1'r 411114`41 ~1'll 1111114 I 1 i 11"ilW I, ' 114414111 r11 r 44N,1 /4 1 41114~F1~1~1s 1'0' 4 1#l y"110111,Itf1 Al ''11 x14'_1 ' 1 ,f;,dY I x ,1 q 1x4/1 I 4111 1 414.1P 1 1 4x1AN4 14111 i 14 4f~P`'1~«41r~4Md1'n; 5lvl/~i ~'hf01;~ 1101'1 111111N'14 'Ail:hn j1r150~1~514'1,~1'/yp'Ij11+N1 ry1 +/1411~y11N41 P '4111114 1 11 I`I'(~111 j1{14'S`1j X41 1Iloilo— 711x111144111 gltajl X11 ,r1 d4 '1/ ~If 111 171~A410 J„r1~,4~~f11j0~10AIp 11 #A'1 N x14 M '1411A~ Ih~ld'11 r 4'?I 11','11aa Y IY A;1 1j 1/q 111x1 1 1414/4 "I 4N j4 74. / ! 4 1x1 1'l IIr n 1'x1 «ly 10x 1 1 I 94, A 4 4 1 , 1 ? 4, 4411 1 01 1, Is 1 4 1x11 4114 11IIV41r II'11 1 1 1111' #11411 1, 441~,1 AU 01114 "ell I I w0 4 1 1 011 /A?'4,1'11 1 14g1 a I d 1 144 1'#i4 '1 '1 ,11 'j14Np1 1 1i1j 1~41 11 4d if 1 ~I 'I +i 1 tt/14441111I'll Irra 4,fn1rll x11 As , + , / 1 11/ 511 1A,l, ) 01~ 1 NI 11 '11x1' a111 Ir 1 5'1+I I1' j411i0A1d jt4'1404 1 q 1 a' fry 1vri4 /s0 41/14,111 x111, r h1'i'h'I1/1j~~~J~~,a It x44 #7 Of 114 I11}11t+11t A~11111x4y71 fr 4'11141 41111, x"111 ~415Y0'Ij 411+/ 41 a 14q Y./~, 14 #~a141IN 111'44111'1" 1!`I ~041~/,14 011of Is /41'I, 4h+11'o'1141 qN p+l 4111 N1' 1 ~4 4'I 44i411y~11• 4"'''141"f I Vfrvl'1? j ~1 q'Ah4 r yr~ ~1111111l%q«/1 #4tl 1711,4111 s"11, fIt11/'A 11 40 ti,Jl li'1'~I~i,4 d y~141r 0 1,+p id1'1j ~1N .10111' /11 \NI! 41111L1~ ,tx 1111rr111111~h1 "Ill +l 1441' 1141 1111' 1.0;41, 114,; `1111` 41' 1 14'11It41141 j'1'1 if14'~'f4 ~'+4 '~;y ~1+11 j 4/'1'N4 r +4'' ,;,rl `;1, fl l'4 +111 /1 „1 lpl It 141'• 1x141aj,1 11111 ~'1/111A'1''114~1'#1'11'1'ii hlo111111+MIpy111 i.44ff14'14~1 IM 47141'A#1i'S'114441rN41'4441 x1 ~f11, 11'4'1j1A1• ' 1 x1',1 +'111/'~~1~ 11x1 #'14 so lose0,14 x1111/1' 17''11 p'4~1 4 111 ~ 11~'~J '114 ~11 y ~1', a 4r140~ 141 1 ,AO 1Ire, ,~41,1~1 x111+4'1#1111'w'1~1 ,'«4 p'11441~14 111 r~11 0gbd1'~ . 11• •~1 4 r 1~ f l '/x 1~1j11'11 1 111'4, Iy1 %'1 111 j14414 I, 15'1 '111N111~~f r Ir 11 ,11 hd,11114r'~f 1+i'~N,~11+ •,~tii/j11i~1~1~1~: p~~.~~~~ fr'a#4'1~ tp~i~~'1y~~' 41F/Iipl j~r'v14y4~i1 ~11i +,(410'''I~hi'rp +`{Al rl'1 fill 1, 4~1 r, 14144 4i4too 1.1 1 r ' 01 1 1 111# AS 1 rl• r, 1" 1 1 r 1NN OF -SOUTHOLD I OPERTY RECORD CARD OWNER STREET ' 20 VILLAGE DISTRICT SUB. LOT Y 1. ay 2 0 ~~Ll~ (-Ae _f (f u ~-c 7 Ecl o ~e s C FORMER O NFR ~ N E ~ACREAGE P .1 Fe L d 'r1 b.3 g LA ,IA krAMSC T.v TYPE OF BUILDING a~ ~G r 1J4. -V - fl C~' as W . - ovlr RESp SEAS. VL. `FARM I COMM. IND. CB. I MISC. LAND IMP. l TOTAL DATE REMARKS I AA'~ ve ~C D I t fi O ~ 6p .tea /y0 J]d r- d o 0 V v _J 7 I 7 Z ,a 11Obf !/wdr ~08 1 OQ QO O 7L jcld //Soo 0. Se Ae',-,/ 76 rrW3 c-ref N i ' L ELOW ABOVE ~eert a -jonle?3 i t ~ Y/ 0 6 I ~f 0 12 a 7 0-1 JG f ee / / d~ .re 1 14V 44- KX, a M ' o,, n d jib. V ~"w d' 97a 0 /r8o : joa j -L• f3 D3 - j - ' ana i. ,vaadJana 731 W7l6q-'UQlpQ, 7-,U-4 Swomplond _ fur t1: Brushlor#10' House Plot i ` i Total- 4 I i v NA. Bldg. Y`J? z z , Foundation Bath ~ Floors C 4 L ~.-yam C1 3o Basement ~~i Extension ! YS l ,S70& , J " 9..s LF?,! I • Walls Interior Finish Extension Extension /2 X/ Fire Place F~ VU! Heat Porch Attic Porch 3 q6 .K Rooms 1st Floor Breezeway ,e Iy o 27o(c if Patio Rooms 2nd Floor ~oroge ra it Driveway f 0. B. " of 3 y I o~1 03 y it, ff oL oz . F°nct!" 'nfiqun ;d.rs !s~:mX ~ /ooo SoottA Russell ~ P.O. Boa 1179 _ Robes I. Scott Jr. 3'3095 Main Road 1~ ,tca.o.rptns ~ ~ /e'1~ D Sotrlhold,IVewYnd: troy, . , - - PROPOSED HOUSE REVISIONS: FIN FL 195 HOWN ON MAP HOG NECK XNOHED CRAM cnn IRON PROPOSED SEPTIC SYSTEM DETAIL 144.9_ ELEV 12 S' rovEa (NOT TD SCAlE IC SYSTEMDETAIL EXISTINGSANITARYSYSTEMTORE fINISHGRADI REVISER 0112000 All ABANDONED AS PER SCHDS REQUIREMENTS ELEV 1]5' RNISEO 02/26/2010 0.NISE0 05 ~2Bf2010 T BAY IE LINE AS S OF - -1 'MIN 15) POOLS R' CIA, 3]' DEEP 1'MIN PROPOSED MINOR SUBDIVISION OF LAND JOHN SCHEEL 35.q' MAN 30 h' PREPARED BY VAN TUYL &50N DATED SEPTEMBER 10, 1~ 0 - $ 05-19 40" W HIGH WATER MARK AS SCALED FROM MAP OF PROPOSED MINOR SUBDIVISION OF LAND OF JOHN SCHEEL / EYT ' INV FL. uLn°a5°,o INV EL en=n°uE°m SEPTIC - / ' 115' ICHVVn IBA IRS' min mrtH Un'rv INV EL TANI( INV. SEPTIC INV. EL LkVOTING LEACHING TANK PREPARED BY VAN TUYL & SON DATED SEPTEMBER 10, 1970 / K MINL 4"DIAL MIN 4"DIA PR' 15006x1 9~ 92 PP¢oo¢ov INS kL POOL POOL SEC 'I MIN 1'xD1A~ 9tl 3]' 3'CTAN r SAND 3'CLEANti COLLAR D 3 CO Hlf'xq 09) GH W PIER MPR rnN, IS p'~ COW0. B~ e'~ MIN. S D3 161./' (0911 I UO U, p,NDy ROT EL 53 GROUND WATER ELEV ] i " W u? i `Ir jlTy p u`Y 22, 2 SEPTIC TANK (7) LEACHING POOLS (5) p03 x o NpW ARV E~ ON 1 MINIMUM SEPTIC TA14KCAPACRIES TOR A 55 BEDROOM HOUSE 151500 GALLONS 1 - 021, '2003 / _ ~ `A. E¢MIN NTy- N ITANK B'DIA.415O FT LIQUID SURFACE AREA. ER GALLONS 1 MINIMUM LEACHING SYSTEM FOR A 5,6 B DROOM HOUSEIS POE IQ FT OF 90EWALL AREA 5POOLS 3]' DRD B' DIAMETER W IVESIRENLTH OF 3000 p,1 AT]B GAYS ] TER FEgRU / A PET N ETA 3 CONCRETE SHALL HAVEA MINIMUM[OMP0.ESS y yLA 3. ALL THICKNESS SHALL BEA MIMIMUM OF 3% ATOP THICKNESS OF IIANDA 100 AT AT 29 DAYS 2 LEACH ING FOOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE V. ANDA ACT EQUAU LEACH' NG STRUMMER SOLID DOMES AND OR SLABS N~yJP W G EN.OO BOTTOM TXICI(NESS OF 4'ALLWALLS.BOROM, ANDTOPSHALL CONTAIN 3 REINFORCING TO RESIST AN APPLIED FORCE OF 300 PST A JNTA'N 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAUL 4 A 1P MINIMUM DISTANCE BETWEEN LEACHING POGO AND WATER UNE SHALL P ZA.`9g9 505, - pPPp ENT N PT~E1 4. ALL JOINTSSHAFT BE SEALED SO THAI THE TANK IS WAI ERE ILH T. 5. THE SEPTIC TANK SHALL YE INSTALLED AT LEVEL IN ALL DIRECT IONS (WITH A MAX. 5 RE MAIN RAINED WITH A MA%. 5 A B' MINIMUM DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL VEV Dp4EDM s0i- Q TOLERANCE OF t/.1/4f ON A MINIMUM 3' (HICK BED OF COMPACTED SOIL OR Q EPA GRAVEL TED SOIL OR RE MAINTAINED I / ON SO VsqORs -rml J+ 6 A IP MINIMUM DISTANCE BETWEEN THE SEPTIC TANK AND HOUSE SHALL BE MALL BE a I I / - / s SNOB ON1C SUF T5a ' 451, ^ G O MAINTAINED I /--"5\E LS PREO By pEC $()4°4%'~' ° P P AY m SO, SITE DATA O I s00°15i PEEP PY9•tip0~ / / P~yOTEC'1E O1 G E / / / I O,SOg _ PR~TEC1E O11A61g1 a v` p \ EEE FOR E\Y A C01R O `O I?~~J m ..i DECRIPTION, PV PS'Vg~PNT 99\, 0.'1 EK. 01.1$ PERCENT COVERAGE OF ESTIMATED E%TIMATED DECRIPFIONi AREAi SOVTHOLDTOWN BUILDABLE E%CAVATION FILL' LAND L DEC ADJACENT AREA S RPN`E NEV\LOS CNEPAB PtE1 O IN JtNE D P18ER R % PROPERTY 123,]0650 FT D R ACRES) ON SV'x ~ORSDpKE/ F'p00.E S Rya PX n N/O/E PROPERTY SAL 5(Rp aVEDSO \6 "900N YS DA ECt PREPS x G TOWN OF SOUTHOLD WETLANDS 61A62 SO Ti y O / I I sN0N1NsC 5~0.v / / SsMpa vo EM a 0 EP P AWETUNOS 1M OVEM NNER 15 m E NON 1NOFT E.11{ERW N 'Q ga R1 DWELLING (USED FOR ceLcuunc ? NvE e'Ig~cO/"/ NATU AREA TO Na INOEI e EVILDABLE AREAAND DEC. 0.7M SO. FT (USED FOR CAL UCATIONS) (IA ACRES) W P URPOSE x m o O (USES PUBLIC WATER) IFFIF w \ I I q~~YSga REMAI AS NON- P00.eosF. DISTUB NCE BUFFER ~X x WPII ~n 'ECTENC ~x G I RO[K w,AIL N FLOC W Q O TV EXISTING HOUSE TO REM W DO f%ISTING HOUSE TO REMOVE 4662]SD Fl, d]M - 205 Q O h I I 610 Mt.A.ATEB x GVEVRw\N Eg FFE0. % y_ N cave FxlP.1511 eC.UCE ORO O "o RING DECKU PATIOS TO REMOVE -93]35Q FT ~ISffi 1 Fy 0 0 w ~ 5~ E~-" o3q/" X J W W a F. d, G G £5 EXISTING GAUGE TO REMOVE 11B,25O FT, ~D ]M - 30 [LI g ~ ISM-/~ Xw W RoLLs M N EQ P\C\r\5 '(VaB PN D e); Z O EXISTING SHED TO REM, EXISTINGSHEO TO REMOVE: -86350.8 OIM - 1 X C. 0.01 NON(V O 9 ?S 03 10. FIBER x w 'r ~ry1 - N EX' s EXISTING SHED TO REMI EXISTING SHED TO REMAIN 139950 R 02M N / I I J Q x % W M EXISTING TOOK TO REMAIN 111650. FT. E21N - /VOlW Q 4 W h Ch I ~ (15• o n N x c N I ry O N KEY MAP \AP EXISTING DECK TO REM, ~ Px N PROPOSED HOUSE: PROPOSED HOUSE: A321310 FT ]091 EAR O GI7I N O DAR PROPOSED DE[IC PO0.[ W N ~w of %D I wx ~Q~ X' I A RK LOAM SANDY LOAM C, DA PROPOSED DEC, PORCH 26547 OT FT 4,31 E C Q ~P _O OL PROPOSED STONE PATI ON GRACE PROPOSED STONE RATIO ON GRADE 219]iD FT. U411 V O ro o0 ~U 0 n ° AID OA4C FIND ROOF AREA: 6612.0 SQ. FT. TPAL BROWN O DlIUM UM snrvD In V I Jx 0 AT 100% WATER RUNOFF: 1704.2 CU. FT, BE ME BE FXlmrvcsnrvrtnav svsrEMm p 4 E I " A CE a ING SANITARY SYSTEM TO REMOVE 150 150 0 NATURA AREATO o ,1 _ 111N~ n " y AKE ES - " ~~GO R DEEP HOUR) I- S o REMAIN AS NON- - p _ D P EEN PROPOSED SANITARY 3VS P0.01 HAYS- E IAT 211 N PE PROPOSED SANITARY SYSTEM SEO 300 Wx~ DISTUBAN E BUFFER p PROVIDE DIA s s EL z r EP DRVWELLS T" - - FINFTOMED1UM3AND ° SLATE PATIO Sp NEW L0.ADE ITO LEVELGMDE AT EAS NO LEVEL OMDE AT EAR SIDE or Hou,Fj TIME 0 w~ a r EX \Ij SE W DRYWELLS CAPACITY: 1183.0 CU. FT, TO R E D ~ I LUHFD VIII ` u Q j Z o v m p 5 '1 M RE~~'QL \ 13" CE 4R Y \D C v Q rornLs TOTALS B2] //LL~~ g'CCOP -IZ R' INar vu<mowc Darve (NOT INCLUDING DRIVEWAY) 7490 ] 12 1- 20B] Ay V 0 w ' del' d 1, i a O DW.; 'y S WAFER IN PALE BROWN Bt E39 EXIST. 2 STORY STUCCO TEST HOLE Z ZLL~ O 00a 9 T n HOUSE.E'. , , pp &ESC a' D -xJ b USES PUGLIQ WATER'•, OmiA CFEI a McooNALDGEOSOENCF C '3 ZN I / O r O o a J 05@ I P w~ (\1 Rsnuzoofi 1 7Lu m 2LLH X \ ! d . D.Wy _ C 0 ¢ oo I \ D I x o < dc; 0 ORGH TZTO L RE I } I PROPOSL'oe z0 61 Q K Q a~ I ~ Nx \ m Q , T 2 R I A 100'.` lJ1 .~Oa~rL'F PROVIDE (LOCATIONS TO VERIFIED IN FIELD): N [J V N Vh I \ r w \ r 4A v0~ PROPANE G NE ATOR.1 HOOKUP CT Li ~Oz V 0 O p 0 I Jill 1 COASTAL BARRIERS. D, u~ 0 u~} I I 1 ~ 92.T Li m N W NOVEMBER 16.19901N DES16NATED \ O STY. 0 l O \ IMPROVED STRUCTURES ON OR AFTER \ z tY m 3 SED 2 m n O P : WAR PO HOUSE ml I ~G a O V Q a \ NEW CONSTRUCTION OR SUBSTANTIALLY y y FLOOD INSURANCE NOT AVAILABLE FOR \ A r ~I m ui -aanveLo om 3o MED 1x51 - RIVEWAV, :11c +tment PROTECTED AREA nlfpfm \ f O~eXl3tln IDENTIFIED 11/16/90 F~ AI `9, PROOSED TO EF REMOVED u[uu 14. 11 IL tnJe ancewithde.a8sanita;ysYtenll 3~ A~ Bs.e' _ s =F ~ o POR PC H ?3. o v - „r<irmn:, rw, °:°a a ti i P tedro P rtnte,FS.,~,._ nustbe' JmWWlt,- ~lat:anlen Sn m ""'c.-esPreoC ¢ emit \I ~ ' mz ~2SJ1 m zG DONALD J. BALL ~ ~v~ 0:1 W m O N Paoeox~ ® _ & ELLEN B. BALL ' p \ ~n d; 5 0 I P~ 1 y r K (I N ® 'm c Z 10 v DWELLING ? 0.3' o-'1r .o I 1 ; m USES PUBLIC WATER) m x o N I BUFF COUNTY \ 11 Z OLK al . o, I PERMiTppDEPARTM FORA t: 00 M aN vI J E7 ROYAL Orr FhUO7 \ 1 Z ,111 79.6' SING oNSTRU1D SERVICES v ac I 'H I 79.6' I °1 1 o3N€WEC: 0 Y G Pi 00 ~ .C \ I LE FAln,LYItiEu^rOcNCEAN'D NF@RA 1 a m c 1 z $TY. FR' 'm• 1D5' ? PROPOSED CONC. RETAINING WALL DEfA 41 a W,'; m ~~n AGE - L1 EX SHED TO JNQT TO UUtI S WALL DETAIL my I~f'O "SHL-011.•~w -P BE REMOVED } m. I NEW EL. iTI:B. 0 o 1 m DATE a~ 0 1 I 12 5- H .S. ElcF. O 1 1 9 _ N ~ w 3 ~ a'PR QED D- D1 0 1 Q 1 NEWEL I O M 195'1 4 ~'_-r - -20.4 _ / Qy TOTAL ~ 1 'o c • `~."~"4• MIN. 1O'SEPERATION REQUIRED BETWEEN O I E BEDROOMS x 1 1 0 C i b h O SEPTIC SYSTEMAND RETAINING WALLS. / 1SDAol 1 ? TIDAL WETLAND BOUND % p 1EEYEA`.FROIt9@A_ FpFAPPROI/AL 1 AS DELINEATED B BOUND NEWEL !o~;',_0.1f_., yo. D WATERPROOF RETAINING WALLS PER / % ''•11 5• • E SCHDS REQUIREMENTS. SEE WALL DETAIL HEPD WIRES i . / PR' SED, L 10 FOR ADDITIONAL INFORMATION OVER / x QQ W II all. 1 EN-CONSULTANTS, INC. .INC. 1.5+ ERVIOUS BI'rt}ESTONE \ OSTO 36 P ~I 11 ~ II JULY zz, zoos \ NEW EL uX P UY1L1'SY POLE oo / x - ~ M. U u 1 4.125 m f/U1 p79iA11 x - m 1 < NEW o mK ® NEW E/ [ Ot-YPO / - - - - / W / -O n r~l 0 1 ~ " I r 71 z m EP ~1 - - 2 5 'm 0 GUY J x PI`/Etl1 PY % - W NE W 200 ()C xy rov I 1 POSE apt 3 T .,x _ " o WIRE N PERV OUNny ,111, FN131Nff ' 1 I N LAMP A Z O' ~ -OR zz N EXISTING WATERLINE TO BE REMOVED f"I I <W f .a Q r 0.2' h / [I REPLACE AS INDICATED. TO TIE INTO 1 80R r~ RR ~CGE NrSEgUIRED. 11 Pm p? ~m03,,, £e NEW EL NEW EL," EXISTING WATER METER Op ~A770N q Vo ~'TIF/CATION 1 qm MP aC ~ ~ U . NEWEL IEpENE/ tyfpG ~oRFi, A~ K c()N`S/TjTt, q ,111 I 3 LEJ 0.3'E. FOUND 10.2,•'' 'vy7 -i16RP U~ LE IL'OVA~, p. u BULKHEAD CONC. MON. , (315 1'~ W N LO U+CFgR~ 11 'BULKHEAD 202.0( _ IEL E oAOo~l 0 W O O P Wets X073. ~ o.slvi. 202.00' &R N R 90.63' N 11-24'30" E FOUNON. coNC. M x %01k '(s)44 gT\ II o T0 s5>0\ Be a e'tea - 48 1 a/, 1419 ~eau/e/n Pours ect'. q an ~eshe a a11, oll, J / +en SITE PLAN P PANE -m 'E'E ?'o 3. w 2 VACANT SCALE: 1" = 21 SCALE. SEE PLAN N/O/F JOB u ROBERT & ALVINA MARTIN w w SHEETNUMBER: C OF OtD CHANNFt, A / DWELLING 7142010 DRAWN: MH/MS SUFF. OFE SERVICES (USES PUBLIC WATER) EWATER MGT. S-1 V 24'5320 E vlh R= 3 5.a~1 ~2°~ ~~¢'3- ~G,1 s5 ssgzm l/lk/, O SURVEY OF EY OF PROPERTY S 6S- 4 SITi SITUATE 0,, P E C PECONIC TOWN OF NN OF SOUTHOLD '00.00, SUFFOLK COUP K COUNTY, NEW YORK S T3os5p„ pR(pGF S.C. TAX No. 1C No. 1000-104-03-16.1 ;~3•os' ` ]8z ~N N SCALE SCALE 1"=30' 25 _ tDoc GF so f °z 116-0 °r A NeC FEBRUAR' _ -RfP " ROA, F~ NA/v ~LO,kwvFt vlsO GFSU NnI Ory\ ~ CO/V/C gURV~o~s D~ ep5 0, 4F 2~ 1300 pRO SEPTEMBER FEBRUARY 21, 2003 JOUST 25, 2009 LOCATED WETLANDS 4, 2009 ADDED HIGHER H.W.M. & JUTE MATTING FEBRUAAUGUST 25, 200 RY 9, ? 010 SET IY 9, 2010 SET LATH FOR SITE INSPECTION R JNE 3, 2010 RE-TOPO BEACH AREA OBER 28, 2010 FOUNDATION LOCATION o _-OArfO 'ePtEMB SONf 0gf-R ]g 20 SU]7Vfy DSfD ,y/NO OCTOBER 28, 2010 Yy o4 / .f.ff f R \0• 19>0 ' 68 ' 64' O2J \ ATep 3/zq/8) BO/V/E'041 MAP 047EO O 6vi 047EO B17oiiol \ I v1 \ r ,A \ tN \ T m x~ 1W 2S \ n ` y m m I g am ~ nom` \ 1 ni ~ I \ ~P ~°o z..1 :3 ~ ~ na Am Y 9timy 11 T \ i2 Ai I ` I I '4 .ye mn no"o 'J4. AI .1..1. ae \ \ 1 N: ern 1 I ` N P \ \ Pcc ti I I I I I I I I I I 64 NEL =oN°\> P mf 3 sO «DLp CHAN z A T 3 6 pa F , FLAG wD D DE \ o z r FH oti Tio S ~2 H OMP1 e A. \ r n z I p.h Og I I I a a I A AI SLT rp DNX D i FIAG m G SHED \ ! o DO, 9.9 NFA qNT 2 NO N - O I T°a21 O w P WOOD O FLAG /N 9 N mWOOD APPARENT HIGH WATER FEBRUARY 21, 2003 3 FIAG Posi POST FLAG aLNREAO B.B 25 illle 25 \`BB oc \ \ o ° I a 53 .8,5.,1 G FLAC \ 'Ox 1 g .v° I ( ) CD 3 SIR o FLAG MP 2P1\ j I ~o V, 9a_Y ~'1y 2 POET •1 I A ~ ZN I mOm o m°$ 1 11 x NI o IN ; o pp I m I ky~ OZ ON G ZE o. A I O I O A~0Z m I m ozz°`o" 'o~mm o ~ z I °j M 00 II s.s IIII Ak ' I Al o I i i n°~oo ~~N w oi91. L' M 11 u IF I A A* ZZ F I I mi I b O ro ~ NANPAL AR[n POLE 111 ~ 3 1 I 'IL p I ILD u. n 111 I I I I ~T'I I ~5 I I~1 r~ I j mw,,- ARFA 13 Sf. 0 11 'IL N 1O I I mi k'^i Iln I mz moa GGG \ EDGE OF CLEARING I I Ow AL LONG W000 WALL n 1 2 Z o I aN I pzo w~ of zoa / 21\ I Iz' cEpn, 9 ml n I nui - Iti; 6y5 o a1~ 41 >I o I o EDGE of CILARINC ` \?pN~f( 6 I h'4 4 ~.Z"z 2(11 ~S II II ml c 25 -f" 2I• pI °y PROTECT ARE - ml u o I I 3 BLE '-EENCE _ A- DENTfFI 1 1/16/91 JI I mx li I A z ILO OR U IT 2 I II I I -n /yII E XARpWOpp~ 1 " - 1365' S RID~Ci11RE - EWLT AVALA I > _ _ _ 1101 - e IN NOOER9E 6, 199 - 1 4_= NOKROST 16, 90 IN OESIGNAIE f c Z'R a A Nn~N .,~NOlsrerv miH I 10.1 51 \ E PURPD E 1HE OTHERWISE P lEG1E AREAS, 1 A II mm II I , 1B1 4' '2. 15.)1 II 1 72' 1 or III I 0 so, o °10,1 ` 1 1 1 1 III I ^h n A T 5.f" s.e 1 N II C N Y 1 1.1 T I I N I 11 I I 1 2 ¢ i m X' ' G '~o ,LQ l o l l II F~ z3 ~ 8 ~bQ _1 s' _ :c° 1 c v 1~ ~A ~ 1 ~ I II II I II 1' ~w Z 2T o 0 3~ iFi z£ II I o\ w~ ze.o' / z I" ~Ic. 1 11 l II I NANRAL AREA 1 ~I II 1 001 II I I I O C JP.3 / ~.1 all, m IP i 02 ss" 83.1' ]z'> oP „yt .as I of m 11n .6 2B '9'Z 28.0' J40' 15A' 14.Y /A Pp9T I A V n V II W ggFQ / Y . _I nsr H.. G~ A 13' cEOAR e„s'\I;.l,,l 'Ilk L I A FOUND ]B 14' JS ivI f 'YI X' x$V 2$ CEOM 1~ O PIP~E+ 9A'E. 2,y X WALL II I ( CuF I I `i 81'49 1., PIPENO uI I EMALLM7AEEB~ 2.0'N. OUND -'I I~• 51 O 2Z .26 m 'Y '40' IY 103.39' 1 I I I G N / L' R CONC FOUND q SURVEYORS GATED OCTOBER o '154.93' S 84'13'50 W ED 2 2) Now /24/as) 1 y~ A D BY PECONIC 211.21 SURVEY Dp I w / C`DF 94'13'50° W 187.64' REVISE (N 84.1 (N 3'50" E ;Lff I'v~ J \ ~ m~ x 3 Im9o F O UNAUTHORIZED ALTERATION OR ADDITION 53 4 TO Z SE( TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF ME NEW YORK STATE SNCCO m <N z col SHED O EOl EDUCATION LAW F' DWELLING rP~I~ n 2 5 (USES PUBLIC WATER) THE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SIGN- OR DWELLING SAO/ EMI m o Nzr ~ Tol EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY < F a F CIN CEUnCATIONS INDICATED HEREON SHALL RUN IN, (USES PUBLIC WATER) gCNI DONALDOJFBALL a o N/o/F C Is ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE ELLEN B BALL LOT AREA = 123,706 sq. ft. z-l TIT. TOWN OF SOUTHOLD D <A TTE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSIRUTION LISTED HEREON. AND (TO TIE LINES ON 2.840 ?c. 31yo TJ7 £ FEBRUARY 21, 2003) ro n TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIn IONS ARE NOT TRANSFERABLE v ANI THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF CERTIFIED TO: o AN' ANY. NOT SHOWN ARE NOT GUARANTEED. I FOR THE LOVE OF FAMILY, LLC SKY LINE TITLE OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY s%NDARDS IF O TIT E >REPARED IN ACCORDANCE E MINIMUM BY T"' RA iTANDARDS FOR TITLE S USHED 0' THE LIALSA D OR SUCH USE B 0 NOTES: FoR usE e nn.C`11 .y ITLE ASSOGIATI r,a NFTCO,~ 1 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM A r Cam. fem. o OO EXISTING ELEVATIONS ARE SHOWN THUS:.M * Q O 2.1 O F.C. - HR. RCCR T. G.C.. - GARAGE FLOOR { O O T.B. - NP OF BUI-KHEAD 1 60 . - 0070M OF BULKHEAD TIV TOP OF WALL < M, BW - BOTTOM OF WALL 657 ROCK R~ 2. NEW FLOOD ZONE DATA f ON D SO~j 785.00' WALL FLOOD INSURANCE RATE MAP No. 36103CO164 H U~ ITY F-LE ZONE LINES SHOWN THUS: - - - BUG" ZONE AE: BASE FLOOD ELEVATIONS DETERMINED BLOCK APRON ]az Egg oF,pnvEMENr ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); N.Y S Lic. No. 50467 5 87.O.V ZD° W BASE FLOOD ELEVATIONS DETERMINED q~ DO' W ZONE AREAS OF 0.27 ANNUAL CHANCE FLOOD; AREAS 17. ANNUAL CHANCE FLOOD WITH Nathan Taf ,lel 5^" AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ~n Taft Corwin III ZONE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOOOPLAIN ind Surveyor B AY/ AVENUE SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD Land S' / PUBLIC WATER IN STREET Successor To: Stanley J. Joseph A. sor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegna L.S Title Surveys - Subdivisions - - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 7-2090 Fax (631)727-1727 OFFICES LOCATED AT ED AT MAILING ADDRESS 1586 Maln Road Jorresport, New York 11947 load P.0 Box 16 Irk 11947 Jomesport, New York 11947 SURVEY OF PROPERTY SITUATE PECONIC 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM :u}'• i 2. NEW FLOOD ZONE DATA 10+ J*. ' ; TOWN OF SOUTHOLD FLOOD INSURANCE RATE MAP No. 36103CO164 H ~ti I1 ? i'~' 2 ZONE LINES SHOWN THUS:--- o = - p, i 1 SUFFOLK COUNTY, NEW YORK ZONE AE: BASE ROOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); l;i`_i { c• r1 2 BASE FLOOD ELEVATIONS DETERMINED if nt - y{ m S.C. TAX No. 1000-104-03-16.1 O v > ZONE %AREAS OF 0.2E ANNUAL CHANCE ROOD: AREAS 1E ANNUAL CHANCE FLOOD WITH 0 ? N' SCALE 1"=,30' AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1E ANNUAL CHANCE FLOOD m ZONE AREAS DETERMINED TO BE OUTSIDE 500-YEAR RDODPWN. ~ O nt u] j ~ O h G FEBRUARY 21, 2003 AUGUST 25, 2009 LOCATED WETLANDS SEPTEMBER 24, 2009 ADDED HIGHER H.W.M. & JUTE MATTING FEBRUARY 9, 2010 SET LATH FOR SITE INSPECTION JUNE 3, 2010 RE-TOPO BEACH AREA OCTOBER 28, 2010 FOUNDATION LOCATION SEPTEMBER 29, 2012 FINAL SURVEY FEBRUARY 26, 2013 REVISE FINAL SURVREY PER S.C.H.S. NOTICE DATED 01/14/2013 AREA = 123,706 sq. ft. 2.840 ac. ®w c :,-n vi `9 i7 10 ra i.tiT 66. 06. ~M 4p , f Q& 100 00, ~s ,,095 ~R f~ f E l~ S ''3p95p• s ~3 os So» ez,2. R~,SE G f CNANN C 3 0g'50 OGE PROPOSE ORE 'E OF By M p0 MNpREO CIIANN PEppN/C SU ~S (S ;'j.0 \ RVEy p9, ,qp. Aa DO~N'ESD C&, Uh. TuK II~S SOS D4 oOSEF 0N~ pRS p4!£o S~TpBE.R ??'e9- , ''?Oppse O rEM \S,°NeeL 168 ' -?00--) 447FO j2%6s~eoit'isip AMP OAC~ MM V6 N - ~Lp 2 I i II t t m N ll~ 1\ W ` ? \ lD ~ ~ 1111 U, N \ \ V ` ~m ` 1 m\``~` Ll o \ \ m zpz o - Ow w \ I ms vd I 00 All q5 C9 AIER MARK ~-z C9NNE4W 4,y Tryo ~z o 9 ? I//11 o 0 0 ,IVY I I ~z ~I NSE s iba /rs O k 8• ~e~ 04 E6°~eycq<w 4ra¢pa N6S. sfRh B~pEz/4,y44, 06, s cESw'NWN BvrEO cF 3640„ 900 Ago OE K I N np2 1 I 922 /i FLAG Iva. C 14;, o T 2' ly £A FLAG 22 001.?riz ~~.0 0 l:n 0 u A *-r~.._ ~ ~ him - 1D, Q mC II I\ ____--=1~ Wp0p 6N1ODD FL1C ,I.5HE0 l o ~ I v~ FLAG 21 L(rq"S ~<q,I,OS ,IVc C, - - - - - - - Mc 18 . ~NOOy No y 0 moo' FLAG is c C W A I I 6`1 ~,,yjy 003 PG51 ^ G1IIL F<AG POSE \ \ ~ N @ > i mob' I FLAG 20 G 1]~G FILAG1 mypo0 D~NE4D APPAPEM HIGH WATER FEBRUARY 21, 2003 F FL FLAG M 11 FLAG 14 POST WP SOS I \\1 ~ ?A N i I UI y~ 'OSf S~ \ n= 1 v I J I r`o y Aay ~w ` b I Ro ItooC 1 3 za-i > I VI o_ IS m i ozz°o I f1"o'" 11 A15. of P I A I N I o I/ 0 y~;In NANRAL AREA MOD ,(/FlAG II III \z \ I A G i V ; 12 a F PDLE I\ I p I O y C Z \ N yy I9 III ~ I UI I N I p I r' o f F O T ~N N 1 1 °n 1 1 1 02 R'o-o m NANRAI MFA T A2 yzv \ m ur I 9 E 1, GGG AWNG WOOD Wl~ I~ 6 RUPING I~ c\\\ 2` 2 I I I W 02 1OT IW WALL It ~ ~ m\~ I I INi Jm i 91 °z 9 JI 9 ????4????????? ~I~ I Imp I° EDGE OF CLURINC M!'~OB` NtiWG FIRE PT 4 - PROTECT A~ - /)I? 9~ • 2 ? WOOD ~ m € ? 3TEP8 ? -IDENTI \ 1/16/91 ms ? =s~A'- ELGGG INS NS WT AVNI-MLE R c I .'l1 N 4 • 54.3' 00 ASPHALTT DRiMNAY • C ^i• 7.1, . ? - - SIRUCNR - ONLY SLIM UILD OR U SGINIWI.LY Z I yam, NWf BEDR IS. 90 IN ESIGMTE G• 1991 - I £ o f 1 Ill 0! USED I NOR CONSISM NTH 1 I I I "1~'I WAIER • ° dY Ol+Z , E PURPO E31I TIE OTHERWISE TEC1El\ ME/S. I I a `O^, uF 3EAVI~CE n~ $ 18.d' . M - N 'RJ. 13.4' 7.0. A; •GRA D7 • ° 8 I!A' 7.0. A. ? \ III I I 1 1 1.~. ASPNLLT RNEWAY • . • A n o~ \ y e.o• o ci •A • ••LIFAN OUT N. DO D p/ 0 s c \I I I ~I l \ 1 a\ • W • UNDERGROUNDN B( m ?S l I ? ~ r ~ ~ ~ ra I I ' O n F PR ANE1 C4• W PO _TANN CWER L BELGIAN _ BLOCK 6i p K .U^ MRG p g TRENCH DRAIN ? ~ ' ~ 1 $ S~ II o l ICI ~.y D a j B ^ • DISfFIBIRION Pool H2 • G 204 NEO PDn L" B ? / = 3 I~ ~ ~ I II I i 1 ^ •EP?C ?1 ~m TANK I I ? / ~ IUNML MFA I I Z B' Off' % ~ • WRACE 1 ~j6y STORY OVER 2nd STORY x LGCHING COL P. 14 BE-GM BLOCK CWIILEVER DOW 0000 / I \ I QIII I W ti] 1 8.0' MY 185' 7.0' ~ 4B' DA. X 4' DEE' B o 28 2E.2• IgE5• ].G' 2 Y POST p0S7 1 I CII m a DI IBIRION POOL #1 A' - o . OU SIDE o OWE-/ 1'WP I ? V iD u / POSE I V gPL1A. LL-I SHOWER WOOD t''72•gry Z 1B fECTMyC [[CONC. PAO FDR STEPS ]2'^ M1 Z p 1 NE ME7Eq .ml A C UNRS ONG PAD iF F I1~~ ~ L~ I i NL Iv I i4'W FOq GENERATOq CONC 5 p WA7Fy_p PLARRC FENCE & SLATE WALLS A 0.2'N. I 17J. 5' I11 PIPE o I R ROOFED GONG. WALL Nc. wALL. 1N WN CWNGE O]'N. wow W WHO 0.0 N. tO3.39' 1 I I p N 81'49'40" W GONG. ypHO CONC. U-N 2 2) i. ~ p 1154.93' PECONIC SURVEY 21121 SURVEY Dg7T77ED /24/ X4.93' $ 84'13'50.1 W ORS DATED OCTOBER 1 89) I w 55A \ app (N 84'13'50 W 157.64' REVISED BY (N 84.13'50" E / t J ~ x m~pp \ I r.>: \ o= 1n m> Y Ir1 ~Z ZP°~~ n 0~0/ s gym; i y0~ F F- g a I~9 DONALDOJFBALL N/O/F zy i p d' ELLEN B. BALL TOWN OF SOUTHOLD NC+1 216 N~ x I~ O b2 O VI Cv SEPTIC SYSTEM TIE MEASUREMENTS GARAGE GARAGE HOUSE HOUSE CORNER QA CORNER ?B CORNER ?A CORNER B I~ CLEAN OUT EAN OUT N/A N/A 41.5' 48' 00 COVER 1 VER 1 1-rl 4 p SEPTIC TANK !v N I FENCE O 0 1.9'W. p COVER PTIC TANK 19' 29' N/A N/A VER O PuDRC FENCE 0 TRIBUTION POOL 27 25' N/A N/A 0 DISTRIBUTION POO COVER i VER i y iTRIBUTION POOL H-{ E DISTRIBUTION P00 785.00' `J •y~~ ~ Evac COVER 2 VER 2 32' 32.5' N/A N/A ""E1""FB 5 87'01'20° W EDGE OF PAVEN?R 25.09' BA/`~ AVENUE / PUBLIC WATER IN STREET PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TIRE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TIRE ASSOCUMON. OF NEly Y c~ tP C r C. 1r I'9 j'$ I pd„ - J"Pla x'167 r N.Y.S. Lic. No. 50467 UNAUMOR2E0 ALTERATION OR ADDMON Nathan t Corwin iii TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE 1 EDUCATION TAW. ¦ and Surveyor COPIES OF THIS SURVEY MAP NOT BEARING L THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHELL NOT BE E CONSIDERED TO TD BE E A A VAND TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor T0: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED. AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND Tithe Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 114571- PHONE (631)727-2090 Fax (631)727-1727 TUION. CERTIRCATIONS ARE NOT TR.WSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, , NOT SHOWN ARE NOT GUARANTEED. domesPort, New York 11947 Jamesport, New York 11947 29-1790 PROPOSED HOUSE nevts'1oNs HOG NECK BAY FINISHED RADE CAN, IRON PROPOSED SEPTIC SYSTEM DETAIL REVIEW SET 02/OH2O10 SYSTEM DETAIL Ekl>TING SANTARY SVSiSM TO BE FINISH GRADE REVISER 02/11/2010 TIE LINE AS SHOWN ON MAP OF - 144.931 FIN FL: 14.5 (NOT TO SCALE) rtEj AYANpONEp A5 PER5[Hp50.EQVIREMFNTf FLEV.1]5' REVISED 02/26/2010 PROPOSED MINOR SUBDIVISION OF LAND OF JOHN SCHEEL ~ / 33A' MAN ~-I'N REVILWSET 044312010 -1. MIN. (1) P006 B' OIA, 3J' LIFE 1 MIN BID SET 07/12/2010 PREPARED BY VAN TUYL & SON DATED SEPTEMBER 10, it 0 - 5 OS°18'40' W HIGH WATER MARK AS SCALED FROM MAP OF - - PROPOSED MINOR SUBDIVISION OF LAND OF JOHN SCHEEL / INV EL nlpgcym Vlpp INV. EL HOLE pp,HOVFOm sEPTIC ' 6. / PREPARED BY VAN TUYL & SON DATED SEPTEMBER 10, 1970 pTERVEB I1.5' MIN, 1'DIA. .Itmlvn IN9 REL IN9.=EI 10„6' 10.5' iANx 1µk INV. El. a~oen Ppe INV EL LEACI IING LEACHING 1500[^. 93 ^Plicu lre ~41' 9.p POOL POOL MIN 4' DA. I 3 : 3' CLEAN TCLEAn 1e. F-SAND SAND IN COLLAR H0911q 091GH~PTER MPAK M1rv: q^Ei1n nIN. j`-e[-~ 161. -a'-~ GLLAR MIN. A82,04 /-,+L- Or" OF .T\VAI-wOTL9Nfl YOT ELI 3' GROUNDWATER / - / w W N R9 `)M\T5 N jo,-Y 221 2 SEPTIC TANK (1) TANK '(EAT B0.E UPAY 21 200/ - / x LAS DEA R1 `(N~•D O"TG~ 1.1(x', I MIANNKKUPDIA..41 SQ. FTCLIQUI ISURFF CE ARFAEOROOM HOUSE 81500 GALLONS I SI ELEV. LEACHING POOLS (5) 0 GALLONS 1, MINIMUM LEACHING SYSTEM FOR A 5 A BEDROOM HOUSE 15400 SQ.FT OF L `1511L f^I` S`F ].CONIC.RETE SHALL HAVE A MINNUMCOMPREERVE STRENGTH OF 30M p,[ AT 28 DAYS 3L SIDEWALL AREA. 5 POOL1; 3.1 ' DEEP, BE LA ER, ]p:[ AT ]8 DAYS 2 LEACHING FOOD ARE TO 11 CONSTRUCTED OF PAECA7GNFORCEDCONCRESE {IOH yUP w G A WALLTHICKNEES SHALL IS A MIMIMUM OF 3', ATOP THICKNESS OF 6, AND A R a Iv BOTT(OMTHICKNUSCI ALL WAW, 0070M, AND TOP SHALL CONTAIN 31 ,ANDA (OR EQUAL) LEACHING STRUCTURES. SOLID DOMES AND .1 STAR. MAIN 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) a YY REINHORCINGTO RUISTAN APPLIED FORCE CF3CC pR 4 ALL S. THE3SjTNT~ SHALL BE C TANK SHALL REOINSSO THAT THE TAULED AT LEVELIIN 15 ML DIREC CNS (WITH A MAN. E./ 4. A NG MINIMUM DISTANCE BFIWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED Q 5505 A O T012RUNCE OF+/-I/4"I ON A MINIMUM 3'TICK RED OF COMPACTED SOIL OR F ITH A MAN. I. A Y' MINIMUM DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TAMS SHALL D SOIL ON BE MAINTAINED. ~JN N 5 v DI,APy B41g89 Y5g 0 / o x~\G% i - SUR I 1- p5 5v,0 ON\G 145" PEA CARAVEL JA 6A"WINIMUM DISTANCE BETWEEN THESIPTIC I ANK AND I MUSE SHALL BE ILL BE r E i D TO MAINPTAINED, % D PAEP u o O s pAOKEC~ p 1116191 OR r uL SITE DATA O I 15/ Pp.EPP g \a 2p0~ / , - , i - pROKEC-V E VU, T1PLl4 I>~ Cp1A M Lp~D PERCENT COVERAGE OF kol\v 00. SUB~R .199\ 1n ~X. AOL)S ~T ~O OECa1Pr1oN NC OECRIPFION AREA: $O UTHOLD TOWN BUILOHI£ ESTIMATED ESTIMATED UND 6 DEC ADJACENT AREA: B%CAVATION: MUD m I 11 URJ~RSOP.\EO O6/R/ INS d Z) 00-V 1 o~,1N OG50.N~~0/ 5QOco~EOO °\E O 1S.R L~ eU1s'N09EMBNPT E P DDD F18EA w Z PL RPE RnN OES1T~YAl TpEPS' x (p N/O/F PROPERTY PROPERTY 123,70650 FT ENE ACRES) - Mp0.0VOJEM ER"'1 C 'S'sl TECTE~P TOWN OF SOUTHOLD ly N m G WETLANDS WE NOS -61,P62 5Q FT ~i grQ ~oNj'/ NATUR AREATO MNO ,4 ec w UIIDABLE AREA AND DEC filAM 50. FT. ~T4 ,cam W NOSE SET EOT E0. Jx 'p. T a ~ DWELLING rysEO eon uL~uunow DED FOR CALCUUTONS) 0.4 ACRES) F~L~ 1) a I 1 R~\SED a REMAI AS ON vovose N rv I / , / DISTUB NCE BUFFER ~x x O (USES PUBLIC WATER) e, W Ono .Ix P F, HOCK W ,a, ROCKALL O Renv:` V 1 V] W A11 .p Q EXISTING HOVSETO pEMOV ISTINL HOUSE TO REMOVE 1662 ]fO. FL .0p'y 205 ~ Q O O 0 X / /„Q lg s 6J NaQ~MFEEp, x AQ eaaxw EXISTING Dfcxs. pnnps TO asn aEPRE P gU m VLOECRS. PATIOSTOREMOVE .93],35.. FL 1.1W - 1 p O I SYA 35%~_ I ba SAND GARAGE TO REMOVE; IS, . FfOdWa 3U x x DO / IIS~' Oao 6R W w E\BER RO\'l5 OGEOF Y"1p,N0~IPNGE C[~~j(~ O¢ b rxlsrwc wand r0 RCM01 I) DEL LISTING SHED TO FEMME i635Q. FT 0I'M 1 1~r/LT1~lI 0.EMP0 DRIVING SHED TO REMOVE DT' N ~ ~ w ~ ~ ~`o x EX G \R s w P EXISTING SHED TO REMAIN In.. SHED I. REMAIN. 13445Q. FT. PIT, h m O N~, I x ~ J w CISTNL DECK TO REMAIN, 155,fi 5Q. FT. B,Y% VO, !1 O N N I O% ~m Orn • %If KEY MAP LT1NL DECKTpREmAIN. x N o I 0' W ry 1 p PROPOSED ..ITl PROPOSED HOUSE 439350. FT 7096 610 O GO NO W ~ w ~Pyy W Vb x N CL.2]' PROPOSED OEIX, POp[H: P \ A US `R DARK LOAMEANDY LOAM ROP... O." PORCH; 265475.. FT e,34E p FjQ`]' W 1 x O ~~O 1 7 OjL _ _ OIL PROPOSED GRADE PATIO PROPOSER STONE PATIO o m 10 O 'P 97 ' ON ON GRADE ON GRADE y1B7SQ R. C'NI n ~ 1 " 0 - _ - - 1 x N a, O ROOF AREA: N6612O SQ. FT. OTE 110 TO MEDIUM snrv0 MEDIUM FINE O T a AT 100%WATE0. RUNOFF: 1104.2 .2 CU. FT. SP EXISTING SANITARY SYSTEM TO RE i SANITARY SYSFFM TO REMOVE: 15U 151 o NATURA AREA TO O pROACT LIMITING P` 5 E n~ ; (AT 2" RAIN PER HOUR) - - __F7_ EL. KED a ',p DSTA 4 ~ ° PROPOSED SANITARY SYSTEN OPOSEDEANTARYSYSTFM 30U 300 o If w ~S o REMAIN AS NON- DISTUBAN E BUFFER m W 1 r ~m PROVIDE pj 8' DIA. X 4' DEEP DRYWELLS 0 2a 1 A W SLATEP,TO SANE TO MEDIUM SANG NEW GRADE (TO LEVEL GRACE AT EAST EL Ex. MOUSE W DRYWELLS CAPACITY: 1183.0 CU. FT. ] LEVEL OLAUE AT EAST SIDE OF HOUSE) 1900 > N^ o Z 1 - H ru Iwo Iv ED y R O~{~~ I I I I i I I I I I l I: I I Q~ a C l.J'R DGx,a ~0~ Vy G D R. 0 H wl^ 'S I E D.W. RNOT wauolri..KNFWN, TOTALS ; ]490,] 121% 122 2017 om 1 all, YF IN[LO DRIVEWAY) E11 z 00 I a N N aQI5Nd;l EX IST.2 (TORY O 1 WATER IN rALE UnpwNIEL,z R9 " s°^ H BLIC'W Fi,'B,e TEST HOLE O OQW 1 \ OO D m } O3o 1 ( P \ me a O ~j USES PUBLIfV'/AfER', n DAAFFROMi ° 385 M[GO NA06E03CIENCE „ osnusoos W m xW % \ n0 z ° 7 z° 0 1 I 1 ~y~ o z W: J' 00 z ~ x \ o ~ , pROPO5E0 PORCH y Z 61 „ TQ ~ QZz0 V B7,; i N = m T I x V W Z ` r G VERIFIED IN FIELD): • ,I~ ~_l ._~"S/ ~A'~-I 0.0"' L P PROVIDE (LOCATIONS allRRIED PROPANE TANK s / B N Q Q m4, VW ti P0.0PANEGENERATOR wl HOOK UP \ I f••l p~ U V W W,, K ~ 92T LAIL m I d~l' 1 COASTAL BARRIERS. 1 gyp` LJ„I rn W N t NOVEPAR 16,1990 IN DESIGNATED p NLI I 10 11 ce O O 'x I IMPROVP STRUCTURES ON OR AFTER \ y o a ns 2 STY. Z " VOW \ FNEW CONRUCTION OR LOOD NURANCEE NOT AVAILABLE I FOR 0 0~~ I \ 00a w'^.g USE o Fi~ 0 a W n a I PROTECTED AREA y AMED m 'Was PR y C%ISf GRAVEL bRIVEdIAY 'I Z ,OPOSED .Q . j TO IF REMOVED \ f \ IDENTIFIED II/I6/90 YF o PORCH 1 x m ir.y. a D I \ \O-E Al K 85.8' a D ~1 C ~y Q 2 - a nnnleln I Qen 2 ~ o ED Po', % I N PROPOS _ x q T ao J O & ELLEN B. BALL 35.0 z 1 3s N D N. w 4c~Et DWELLING (USES PUBLIC WATER) o m 'i o LOS vP~ Q I %J 11 ~ m ~ ~ ` I ~ L s z „ - i ) v F t * R. w c H a / dll, a~ 1 2 ,1I 3 w' o ~ c w I , 1 Y 796. 796 }Cg S r• ~ 1"~ S $ OL/ NR' I 1 ~ m m m II 2 ST'Y' FR" mK owe PROPOSED CONC, RETAINING WALL DETAIL MALL DETAIL r g GARAGE iTU - ; FX .HED TO M°r T°5 ME1 BERFMOVED s w o New EL.', a ~ r` J ~n U & 1 v u ~ y \ /NL FV-_ ~i $ hlv5 N E v 1Y ~ w 3 o I 11 a 1 P C fib. GA+('A~ nDU eiN MIN.10'STEMIDN REQUIRED ALLIS. EN _ Ell, SEPTIC SYSTEM AND RETAINING NING WALE. c I % 11 11 ° TIDAL WETLAND BOUND DUND ryEW •EL. WATERPROOF RETAINING WALLS PER - / / •I4 Aso -oz SCHDS x 'L1 - FOR REQUIREMENTS. SEE WALL DETAIL 10.E3 '71st PROP' g• 'C1 E n ? ADDITIONAL AL INFORMATION pVERHEPDW FOR all, I 1 AS DELINEATED B x 1 - EN-CO)NSULTANTS, INC. INC. €D O / / 361; S P - ` NEB, .)r ! _ s 11 2~ II JULY2!2,2009 NEW EL ER ^ _ YYY ~ VIOU ® UttuTY as, Po ` - /E n v -0 o U U ~ °x ~x r T ' I P I NEW E 'NEW j ,o$ ,95 04.°011p0 x.~_.. - m - - 7.1' 2 .5' 0 UY El Cp0.1VEWA~ x W / I 1 i w POST m V 4 ~'L 'm `O P 0 - u / 2Op Op' P a W Of pr I JII, [LAMP y \ i~ ~ o o Zo 1RE N G0.AV V\40U5~ V Q~E / f '•10.2''•,. w ~ i `O _ --x ~ EXIST 2 N [ti ~ EXISTING WATER LINE . To 8E TO REMOVED REPL REPLACE AS INDICATED. TO TIE 114TO INTO Q EXISTING WATER Q) METER 1 Y POST IAMPP y2Z ~o i' OA.W / E%151 ~<"C w•. ,•e„[[Jr IG o 11.5,'' 9.5:'' u 0.9 E~Gr 7 y 'v `G \ NEWEL. E/ / 1~ET0 LN Nx O J~111 I DYE. ~ PO)UND hn fm m ~ ly ~ ~ • , •P.~' 10.2,%' ~ P"~ t yµpd~' HED H V BULKHEAD ONCC. MON. (375.9') \ BULLNHEAp 221OG 2^S.OOI . . N p4°0100 00 ~0 \ ~ IIJI. O 202.00' 90.63' OUND O N 11.24'30" E MoN Cosc \ x Ix ~p \ w 0 ^N - all, all, 1il / °wj 14193 w ~M SITE PLAN, p NN PANE TREE R0P~ \ x / 2 VACANT SCALE: 1" = 20'-0' DRAWN MH/MS SCALP: 5EE PLAN x \ i N/O/F ROBERT & ALVINA MARTIN r~ IOB p: G \ / ~o M July 13, 2010 cOF OLD CIyA1VNf[ 172 ~'i~ tK' DWELLING SKEET NUMBER: (USES PUBLIC WATER) 4°532p11 £ ?7 R=35.~~1 REVISIONS COPPER CHIMNEY CAP HIMNEY CAP COPPER CHIMNEY CAP TWT^ V1 ? 1 f )1.,-/ CULTURED NE CHIMNEY S~l~k NLCHR O H TW ~ V1 LC O S X19"PRE55URETREATED-J- CUPOLA _ -CEDAR SFIINGLEROOF.------ r - - ryO F - - - - - - - - - - - - - - - - - F M, Iy,9 VF0.<ATF~ _ _ BRAKE BOARD _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASCIA BOAR[ -FASCIA BOARD-- - - _ - - 5/4X CROWN _ L ® ~I J - - ~ -r _ III Fffi ® _ = 5/4%B VERSATEX 1~' CROWN Xe V R ATE%/ _4 0 _ _ _ _ L I TT --I r ~ I ,z = X Q - O D BN 71 514 VERSATEX. F.G NDING N M F.G.DCIOLUMN~ F.G. COW? N BA DRUMM 7-77 I I I CEDAR 9RXT5. ® - _~i~ SIP llpil~ I - o IIIe~~i ~~Ijl I ~Fl~~~~1 II?'I JF ru;y 1 r _ ~ it ]'p,~Wsl~O ^ x o Z T r - 6,4X6 trl~ lij CORNERBD T It'I•'i ir, . JSI'' y m T L L - - L - - - I- - I- 11 _ ~ 19" DOUBLE DIPPED TOP OF FIN..EL.P4 W-V -rT - - SdEXPOSURE TOP OF FOUNDATION: EL U 0' L till- Cv;.c.'~. nn LrA'. ~c A.,'.,,;'S.- •i w!~Z ~•.,C~,v,n ~yti i., L~.: 172177, 1 r f 7~717 V ;C" C ? i.~. ~p~. NLTVREOST I I~ V.}~y( t>P.? FINISHED r"DF M. 12,T WE WEST ELEVATION SCALE: 1/4" = V-0" AVG. NAT. GRADE: EL. B ^ E ^ yy Q LJ DRAWN: MH/MS -II~/fV. ~ SCALE. 114"=1'-0" # JOB It: C/J a g, n f~ .luly 25, 1011 N pE ¦vY_~~^ ~;~_R: ~ •.SHEET MIMHER: • A-1 1 VISIONS: COPPER CHIMNEY CAP ''W^ V1 ~~~CULTURED STONE,-y' uIO Q iys CHIMNEY I~ W W W J`IXB VERSATEX' ' - RAKE BOA0.D 22" DIA. CEDAR LOUVER - _ O Q yl~ 5/4X12 VERSATEX TRI / 12"X0" CORBELS--~ ~q JLJ a - 6/4X4 CASING 10, - 3-I/2"CROWN w/ - - 5/4XB VERSATIEXI - _ _ _ _ _ - _ =J asm - 16"PRESSURE TREATED_~-~~_ ~ L LL _ - - _ --CEDAR SHINGLE ROOF - FT_,4 CST I1 -C- -L~ L11 .L~ X6 -I- - CORNER BO L 0" DOUBLE DIPPED - ® - - CEDAR R6RS~ ® ® ® _ ® Is" D ® CE _ 5-1/ 5-1/2"EXPOSURE ~I ~ I _ w c ^°~,J.y ULTUREDSTON"-w _ - _ _ -p - ---LL~ - - T -TIE _ - - - - - - D"DIA. eeec L r~ F.G. COLUMN_r - - - - - - - - - - - - - f l-1 L ~~~III\\ II T If 1' II II II I~~I 1._rI Yf II II= _ _ _ _ _ _ II_ _ _ _ _ _ r_ ~ \IIIIII^r~~III}^ IIII~`1II 1~ _ - 11 i. o m. _ _ - TOP FIN. FL.. EL. 14.2' "r%c ``~~°~Y.`.'riJ~',•T`~°~,':~ 'r"J'p"-" ~ TOP Of FOUNDATIDW E. 130 `?t-y~!r.~,¢•.. ~C.(~ .~s,"ySr(~ .CVh `.~.7',.` n / 1~`t,`t'+~~T~' .F • ~ ,~.t '~,i %;`tY.~ FINISHED GRADE: EL. 12.5' - n p^~,v NORTH ELEVATION SCALE: 1/4" = 1'-0" AVG. NAT. GRADE. EL. 9.2' Q U r ~ O N E m `,y~lT+~2 ~S`~cr µ4M1 }n ~i: l DRAWN: MN/MS SCALE: 1/4"=1'-0.. IOB July 25,2011 SHEETNOMSER: PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-2 PER NYS CODE / NFPA 13R STONE CHIMNEY CAP W STOVE CHIMNEY CAP Con a ~f O z ~j Y Q y i-"-CULTURED STONE- W a _ ? CHIMNEY cf~ H ---CULTURED STONE- CHIMNEY - _ ~,.~Jt O W a _ d d O a _ - LLJ ELI - - - > - PRESSURE TREATED==.-s - ED ELI - =CEDAR SHINGLE ROOF a~ - o _ FASCIA BrOARD lD 1L J _ - .I bA ~ci 1 18" DOUBLE DIPPED i'TI-TfI b~1 r E. O ® ® 6/4LX4 CASING CEDAR R&Rf @ Y 52/2' EXPOSURE ( ~ U m FIT 11 11 111111 11 FE-i )NCEALED 111111011110 EMU X - ' ' - - - - - - IIDRAINAGE TO BE CONCEALED --f„ _ 1 11 1 T r II LJLJ ~E URYWLL~l "now *Now 5/4 VERSATEX BANDING n o N N C I w o m %4 a~i IS{ li i 141 - OI 9~e4` I VA h~~~y4 0 ~ ti ~ a M I~ 0.m m o ~ 7p g,~ I~~d~tr;4~ h~{tl~Y9~;1 ~'Fg~rr'41 M~~~I'~'4I'g~ l _,1 O x a EIifJ'~ ~ F ® y o ® ® L 20,11 :&r Mir11 ~ 5h 6'~t 11 I I ~M I 'T]J ~ f I F G. UAN- e ~ w ..Jpy v TOP O FIN. FL.: EL 14.0 CULTURED STON L14 TON W ~n~a\ TOP OF FOUNLATIONEL 13.0_:~:::.i FINISH OG D EAST ELEVATION ENO, W4 E SCALE: 1/4" = 11-0" LM NATy_GRA~E: EL 9.2' _ U N O Q F u u RCS. DRAWN MH/MS eiµA SCALE: 1/4"=1'-0" a.A 3OB k: ' July 25,201] SHEET MINER: PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-3 PER NYS CODE / NFPA 13R REVISIONS. 'C-g E RR- '0.'M BD 131 ez1a ecn Gaofa 6%6 ACQ FOA RI1/TOIA GALV (CONTINUED FROM ~y DOLTS(AA6OEREOI NEWEL FOST (I VP) WITH WASHERS& NUTS /o-aro- o 'u}•' ~'S~ 13"WIDF.4'YELOW GRADE F ~ A POURED CONC. FOR ffAIRf @°4 P DECK STAIR DETAIL AT GRADE P ,I Id e_L•-IZx1o ACQ C~aoER $ • y, yR YJ 3'OIA O.W. PIER • - •Iilx%I.AOI GIRDER i ioi x n b c~i ere Arnn ~ - o,• - i [T n r HIN • 4 OlfmaoE i u AIW 1'CONC fNs WST.SEONE u[o i , , q i ; 60MIN (IYPICALI n'. ' v 'e i 'i ' R vaa a•. .m • u ° Warwc ^v 'BELOW GMVE (IYPd . _ _ W! i iVOACp 'o• 1VUSF91x0osaxa%ortarRNl.._.. _ __________VT--- WASN3SY1 LRILLE:xW3H pp.A eR m'^'1' A a u ^a nd a W 3 m n. ' - - - - - - e G r n _,/~k ~ I e, BREEZEWAY (ABOVE) nSOIL E •••B[ 4'SU9 (PAVEM AVF0.5 O ON MEAN) STMT GARAGE eY l e'Q i ~ • a r. ,moo va e v r .,c .v - • N O ~ ~ al Ic - BEAM r) -77V7 • • a F -•-°•°--^--Ak9%R'AEEL COLUMN 001/8 w/I]~13 NfEPUTE HA .1 w/ IXS5%S BASEPUTE rq T O .~1 D J €L T -MS 1. ~fi'X®P-11"9"OCOGNG.FF4(MIN 0) ®9'OC e.W. (MIN. 9 ~ Y$REYARew ; e.• n, 5~ [EL X SCAM Y ~ vA]N - WI lll5 'EEL B~.1M l 51k yb 6~y~,y~~~ J - ° 3 ]%B PUTFf 13114~ML Vf' o arll I l %6 CON[FEL 3 Wlx -1.. i. OvR § w/(]) 3%RUTES W1265 STEEL BEAM w/ICJ x%a PUTES -o r ]AML AYOVE ; xM"ML ABOVE T Iwo A - .o ; N = r 4 I~ L. L.-.-•.m IyU A • • (3)IdH%14ML FLVSXI GFMI 'c• •c I d ry Ln ~ i C i • (311-3/1%11 MLFWSH BFdM AI n A 9 _ - • 1).10" THICK POURED CONCRETE FOUNDATION UNLESS OTHERWISE NOTE . 8). VERIFY WITH OWNER IF B. V WITH OWNER IF BASEMENT SLAB 15 TO HAVE RADIANT HEAT AND 3500 .I I. HEIGHT AT 10'.D' EXCEPT AT BREEZEWAY AND AT GARAGE. REINFORCE CERAMIC P0.10R TO POUR WALLS WC PRIOR TO POURING SLAB. Flyq WALLS w/ NS REHAB ® ITOC 12"OC EACH WAY. OTHER THER CONCRETE CRETE WALLS LLS TO BE B" THICK ;AO ; 9) PROVIDEX6 ACQ SILL IDE 2 - 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES CIA 2; EXTERIOR OF FOUNDATIONS ARE TO BE DAMIPPROOFED AS PER SECTION R406 ARE TO BE INSTALLED OVE } ie" T 11, annni Fr.11-1 OF N Y.S. RESIDENTIAL CODE WITHABITDMINOUS BITUMINOUS COATING WALLS TO BE FIBERGLASS SILL GASKET O BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR ttt^~~~! GLASS SILL GA5KET 1;~1•, '~yj I V .,v COATED WITH'TUFF-N-DRI" WATERPROOFING MEM91UNE(1-900d79-2768). INSTALL PER MANUFACTURE'S INSTRUCTIONS TO ACHIEVE 30 YEAR WARRANTY. I „q 10). PROVIDE 5/B"DIA ANCHi ADS 5/B'DIA ANCHOR BOLTS AT T-W O C. AND W/I I'TW OF CORNERS, r1 1I A° 5X5% E sxsxVx;ffEEL C[IOIMN 3). APPLY WARM -IN-DRI INSULATION BOARDS TO OUTSIDE WALLS AFTER MEMBRANE INTERSECTIONS AND SPLIT RSECTIONS AND SPLICED JOINTS ANCHOR BOLTS ARE TO HAVE A MUMS" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO O .112MPEASEPLATE 15 . BOARDS ARE TO BE 2-3/8" THIC RIOL PRIORLTO INSTALLATION. INSULATE INTERIOR WALLSIWTIH R79LINSULATION. EI ATTA HEDI TAO SIILLn PLA TACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. W /13 E MS RF j 8ENM ® oe e.w Mw. 91 M5 4).10' FOUNDATION TO HAVE 24X12" CONCRIETE FOOTINGS WITH (3) N5 REBAR. 11). PROVIDE 2 1-314X14 ML I /IDE 2 1-31014 ML FLUSH HEADER OF BASEMENT WINDOWS. • ~ ¢ x • L B' FOUNDATION TO HAVE 16-XIS' CONCRETE FOOTING w/ (2) q5 REBAR. OPENINGS FOR WINDOW RINGS FOR WINDOWS ARE TO BE BOXED IN WITH 2X ACQ. VERIFY ~.y FOCITINGSTO HAVE2%4 KEYWAY P "PICAL)I, ON UNDISTURBEDSOIL OPENING SIZES WITH GC MEN 3500# CAPACITY) AT EACH WINDOW OPEN DING SIZES WITH G C. PRIOR TO BUILDING FORMS PROVIDE AREA WELL SCH WINDOW OPENING. O D ~U ISLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE H I 1 A{ 5). PROVIDE 4" PERFORATED DRAINAGE PIPE AROUND PERIMETER OF FOUNDATION. 12) DOUBLE UP FLOOR IOIST _ Jla/~xln L~ws.Fl c~nM•~•~•~•~• P~. ~iy/ i;.......: GRAVEL TO GO OVER THE PIPE. ON TO THE FOOTER AND AT LEAST Ia INCHES BLOCKING AT B'-0"O.GA :KING AT B'-D" O.C. AND MIDSPAN. 0 3 l UP THE FACE OF THE VERTICLE WALL. ~ • °e 13). PROVIDE SMOKE AL C. DE VIDE SMOKE & CO DETECTORS AS PER CODE. DETECTORS TO BE 1 D-WIRED WITH BATTERY BACK UP I~"1 fI° REINFORCE SLABS WITH REIN FORCING WIRE (TYPICAL). INSTALL 1/2' EXPANSION JOINT MATERIAL WHERE SUB MEETS ADJOINING WALLS. COLU MNS MUST ALSO f E II i 6). FOUNDATION SLAB TO BE 51- THICK 3500PIII CONCRETE ON COMPACTED FILL. HARDWIRED WITH BATT E I BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB THE BLOCK-OUTS I r ' AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS 0. OF THE SQUARE MEET TH E CONTROL JOINTS. CONTROL JOINTS SHOULD B E NO ELECTRIC "''"SNSjIR"ftEEiCOLUMN " LESS THANONE-FOURTHTHETHICKNESSOFTHESUBINDEPTH.MAXIMUM P O PORCH AND DECK PIERS: w/lxwxenffPUTE 4 JOINT SPACING SHOULD EQUAL SLAB WIDTH MAXIMUM JOINT SPACING FOR ~3'a•kr.L^xP+^mNC. fTL. ' I 4-INCH THICK SUB IS TO BE NO MORE THAN 16 FEET. , R~9AR ®9"OONC IMIN 91 • p A 1(° DIA' COI' 7). GARAGE SUB TO BE REINFORCED WITH 106a. 6X6 WMM OVER COMPACTED JA 16" DIA. CONC. PIER 36"X36"X12" CONC. FTG.. 3' BELOW GRADE 0 o.+rr. rr Ap r.nvuona n H nnnPa Mw 1/R4] mTCH B 10" DIA. COP B 10" DIA. CONC. PIER 24"X24"X12" CONC. FTG.. 3' BELOW GRADE .'"i r OAS p, WI]%GS EIEEL TEAM w/121 2%Y PLATES (I) I4" ML AIDVE ar. W12X65 MEL REAM W/(2) 2X8 PLATES (2) 14 MLAiwE ' C VDIA. COI' C 10" DIA. CONC. PIER T BELOW GRADE I F B r i e FOUNDATION PLAN Or w® O o` e a ; EP ; j SCALE: 3/'16" = 1'-0' Y u5 ~f 4,CP r v I I w lr a• s TOP OF FIP TOP OF FIN. FL.: p v EL. 14.0' h U MECHANICALAREA ' PROJECT NORTH EL. 14.( in u FIN r ' 1 °I TAPER SHINGLES OVER STONE FLOOR! FLASH AS REQUIRED FLOOR SYSTEM r n i PI SLOPED GRADE (SEE FOUNDA (SEE FOUNDATION PLAN) _ i i SLEEPERS IT Fl - i TOP OF FOUNDATION: r ~ • Div i 54R"Fl r i i I ! cB I--, (AWAY FROM BLDG.) EL 12.5' 11. f~! y' FINISHEID GRADE: 5/B" di.. ANCHOR BOLT ,o (2) 2x6 - - .~.---•,~-~tj°y-?• wAi'Ea EL..11.8' W/3%3 SQ. WASHER, NUT TERMIT E SHIELD - - - ----.wE HS 640 C ILL SEA 0 ° - 2XAm F+E_ CULTURED e " L STONE 4 U V - O U, 1o'-5". 6-5 1/2.. ° ~'-3 t z' ~t~-d^ 2-3/8" (R10) WARM-IN-DRI 1 V-7 1 2 1o'-sin" I I w ~I bo (4)1d/4%II7IE ML LIPDER(ALT pi 9-10 MLw/3N"IIEEL?I E)', °s to g a X POn INSULATION BOARD #5 REBA ~ ~ ®I6°oi7 ARwE LREBAR, ACQ SILL PLATE R, 60 k si 48"OC MOLDED FILLER ° f Ia a K BI6`OC Im In ASPHALTUM DAMPROCIFING n iC iC I~ • w a MEMBRANE TO GRADE n T PER] METER OF SLAB L4f.22A"Q iQOE • %2n~Q LIII~E0.•~ '12122L000IR-R•¢ 10"POURED CONCRETE "CONS CRETE SLAB 10 DOW eD. u• (]1 ]%1]ACQ LIIIDFP C]%2 ALQ~IRDER C])27]i y ~VER T PRE - 7'; B, ~~a,, FOUNDATION WALL z^v ^ s 3500psi , G xae y pan naovE q17 m 'j ,b O a 4" COARSE SAND - r ° to I° , ~ . .may. • • •j V ai POET m Pan I" Pan pO ~1, "~•"nPERIMETER DRAIN-?O ` 4110R OR GRAVEL BOTTOM OF FTG.: EL. 2.5' 6i LEA ABOVE PIP e newF f e _ ABOVE ALL..dVO _ •51 _ ) -0 ° e R~ • Ll•RS3 X1 COi~IR~ER • - • - 3] ]%12 A G ~3)]%ILAAI~ AC[1L~ROER~• • { • r .L, I.E. ' r [WALLAIMIWE] • GWALL AROVFP r r • ' FI' • • . , 2'-0° M5 REBAR, 60ksi (3) r r r • r i NOTE: r -°---°------..L-- '_4,~^ ALL EXTERIOR OPENINGS TO BE MARVIN ULTIMATE SERIES UNITS 4 tz'-a'• SOIL CONDITIONS ASSUME SAND AND GRAVEL RAVEL ALUMINUM CLAD EXTERIOR (CASING), PRIMED INTERIOR, BACKFILL WITH CLEAN FILL. DRAWN MII / MS LOW-E II GLASS, 1-1/8" SDL GRILLES w/ SPACER BARS, 6-13/16" JAMB, JOB ASHLEY NORTON BRASS HARDWARE (INCLUDING HINGES) FOUNDATION \X ?N WALL DETAIL " w BCALE 3,16" g ~`4 August 23, 2011 (EXTERIOR DOORS TO ALL BE KEYED ALIKE), COASTAL HARDWARE SCALE: 3/8" _ 3/8" p_ ,1_011^. y S}1GET NUMBER: WHEREVER APPLICABLE, TEMPERED GLASS AS INDICATED ON PLAN, STONE WHITE EXTERIOR SCREENS (DOORS TO HAVE ULTIMATE SCREEN DOORS, CASEMENT TO HAVE WOOD INTERIOR SCREENS), PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-5 PER NYS CODE / NFPA 13P. REVISIONS. i (311.1/411-0/L MI HOPI , OF r j•. 3' DEEP %4' TAU %e" THICK CEDAR RRPCKrr3 DrrDM) e1'a 4x,- `y~\ 4a By( a y~ or DN i i- - GAAAE Rb~JM CEOARYRnc1 CEDAR RR MT5(CU90M) . ANTIL EF (3) Id/4X11 ]/B ML HEgDER . GARAGE V1 „ „ a a MUD ROO li BREEZEWAY O W~ ; ~ I= r/•~' 0.i OFFICE B HND.4 •..`.~k•s1 _ e I~ 1 [7 DEN Tr^^ ~ b1. 1JTEM OPED TO V1 [3) ld/4X14]/3 ML HEAD R gLRn 2+R" 3•.fi" _ _ _ _ _ _ _ _ _ 9£"PLT H ^O^ ~ II 11 II II I oI ~'Y b 4%14 ML iL IIM. EI HALL I;I II II I^^ x ;Ia YLT INf f I • ' 9LT, INS f (3) 1 V4%14 ML HNR (3)13/4%14 ML HDR ' I•uu•ou, nnwN 3i.D" ~'Tn4xraar T Duu,oq nnwH • (911.-3/9%11418 ML HEADER YLT INf UT. INS , I 3134%II ML HEADER 011 314KIE ML HEADER COVERED PORCH 1- , •[3f i 3/oxw ML ausH ei.RM 4 ix it ilC( G'ffr, i,i, [al',i^ ~r'iufi LiL~„lll'.y'Ilil 3' DEEP %9' TAU X R" THICN m I CEDAR RMCKM (ELDTOM) /u nn5o I; c Q; n ®ib~o~ fIYI ®jfi~p7 ` 9t O W I~ Ib"OC, , Is k~' a I ~ ENTRY „a !,~@ Q dC-n ao -I1 x ~ 31 LIVING ROOM Y i I~ fA~AR? ~Z FRONT PORCH ro NOTE: I` - Ic ALL EXTERIOR OPENINGS TO BE M OP DIA. f.O, COLUMN ITYPI `I NGS TO BE MARVIN ULTIMATE SERIES UNITS o a ALUMINUM CLAD EXTERIOR (CAST I-ERIOR (CASING), PRIMED INTERIOR, N U n Mn.wfl w 16'DIA, LOW-E II GLASS, 1-1/8" SDL GRILLES' SDL GRILLES w/ SPACER BARS, 6-13/16" JAMB, ,q ; u~ ~ WMN •dxmY ASHLEY NORTON BRASS HARDWA y.G^ DNrvwmnlov[I (3)1-310(714 ML PL REAM 4SS HARDWARE (INCLUDING HINGES) Q pi (EXTERIOR DOORS TO ALL BE KEYS ) ALL BE KEYED ALIKE), COASTAL HARDWARE a .e WHEREVER APPLICABLE, TEMPEREI LE, TEMPERED GLASS AS INDICATED ON PLAN, f6D I STONE WHITE EXTERIOR SCREENS [OR SCREENS (DOORS TO HAVE ULTIMATE SCREEN 1/2 R4T' 00 PLATE F, PI'm I DOORS, CASEMENT TO HAVE WO' 1/2 ATH cosu " F PANTRY uemnc~ aI 'O HAVE WOOD INTERIOR SCREENS). a' zo^ me Y 6 , COLUMN MP) O 0 L fiM ACQ POST "P ~•IaII/ ~ ~•i ' ,i Or r i W m m a I O 0 P, (9 I a 0 00 o I E AREA LCE 3244.91 sq ft. P a KITCH N; ® I 695.61 sq ft. ~ ~w3 II DINING ROOM ; ; i PORCH 236.6 sq ft. I r'i rQo- ~•~%r I -711 ,],1.]10 'L' cola ~ E PROJECT NORTH 1ST. FLOOR PLAN R PLAN H ry~Q I311~3/4%19 Ml HGAO~R ` D/p - - - SCALE: 0,188" = 1' SCREENED a RCH I r~ o LF) z F I I~ h~+l Q G I I~ N H LL~ LLi e o. - Qa (LC r'~ s SCREENED-IN PORCH ° cn*HEOw,LCnur]c ^'I o lady c I Lf) U. I orrz II i/ I31 H/4%11-]/P ML HDR £ LUSH ; CHIM X. I.q . PO I. ;I 1IB ML fT/PICAL) (4)ld/9%IIA/1 ML (4)1dl9%Il i/9 ML ` I4)ld/hX~9/R ML f411d/4%114IB ML f1ti'P~CA4 8,* tiR DRAWN:MH/MS 54._07" -,u SCALE: 3116"=1'-0" J ..':tea JOB .July 25,2011 SHEETNUMBER' PROVIDE RESIDENTIAL SPRINKLER EM A-V PER NYS CODE / NFPA 13R!!!! REVISIONS. > A yT 2'X2'%IX WEEL ANGLE NPPORT w/ 1/E"OIA.THRLLEOLTEw/WASHERE6NUT5 \ [IYIICAIJ 9 q LaXS.] - - ~Mt NIP \.'fla%M1.V2~ 1z 12 Te10/vyP WAWN3fi2! 2-WO H2820 WAWNI.A . - - - - - - - - 1 12 O r 97 12 ^i l' 2 13/4%11-0/E ML1FA C - U _ l P-- Id/4X11-0n ML RIDGE 13/49147/8 ML NIDGE a 13/4X117IEMLRIDGE i.A0. - - Ile i UPOLA T ~ 1 XIO TRIMMER \Y~ ~ y ti I J4~ 2/-Y I ~ ~4a ~~=L - - - M1 'a ~ R!ry I I~ yAf ' I-3/9%11-]/0 ML RIOME r $1~ _ IC ' a I I e - 12 Iz ¢1 Exic Dr'2 R OI _e. o 9~ ` F OTE: DECK / 3.5 NOTE: - ALL EXTERIOR 1 ml e LL EXTERIOR OPENINGS TO BE MARVIN ULTIMATE SERIES UNITS Q ALUMINUM CL LUMINUM CLAD EXTERIOR (CASING), PRIMED INTERIOR, W w0 ' I R LOW-E 11 GLASS )W-E 11 GLASS, 1.1/8" SDL GRILLES w/ SPACER BARS, 6-13/16" JAMB, SHLEY NORTON BRASS HARDWARE (INCLUDING HINGES) ' y - - - - 0.O0FRARfR - • Ste` ~YL XTERIOR DOORS TO ALL BE KEYED ALIKE), COASTAL HARDWARE >NLEET 1. - _ ASHLEY - " - ~ ~ ; ; (EXTERIOR DOS ~ WHEREVER API MEREVER APPLICABLE, TEMPERED GLASS AS INDICATED ON PLAN, p-1 15 " m 'ONE WHITE EXTERIOR SCREENS (DOORS TO HAVE ULTIMATE SCREEN Q /JV 00.0. g1fi"Of' .r~T~"•~• ry - - g - - - " - STONE WHITE - C DOORS, CASEN OORS, CASEMENT TO HAVE WOOD INTERIOR SCREENS), 2%OTRIM E0. 13/6X114q MLR10GE T . i X114n ML RIDGE ~ 2k/D • • . - 1312%10 TgMMER 12 C QI 9 r A a O 7 - DECK A W 7AAC OIL ROOF RAETR D ! I I ~ P~~L i - - - D EYEBROW DORMER i 44C O z cDavFD "AFTERS r I2 r 12 r r 121 d%IO TRIMMER r ~ f LR10GE F ` N 14 12 rl~ IO TRIMMER i 96 O C -I 9 f' L' V i I DOVlIE 2% WMME" DOVILERX COMMON - HEADER HOD:E O FASTER RAFTER D41.0.00F HEADER FRAM PITCH Q r %ri i r V r~i - • . 1312%IO TRIMMEI • •L.-.~• _ HEIGHT {2H 1312%ID TRIMMER CURVED r H O DECK L,, ' 12 2I/4"THIC% 12 AC PLYWOOD 41~ R 2 RAFTERS y.~ ~y D - ~w I + ( 9 9~ 9 F10. PLYW000 U ~-I a 15 l WINDOW E 1/4-11R DR F HEIGHT f FPAMIN 1 RLYMINOC COMMON 1312%10 T0.1M~ER 3n65THO WALL L MPTER Olt (212 X10 TRIMMER ~L ROOF RAEII / OCR WAILiOP MATCHING RADIUS PNn (MATCH WINOO ??~i CRICYEI'i ME _ e a c. _ _ icy+. .-o•• NS.- i i ~ HOUSE 41 I~ (2) 2%10 TRIMMER -T r'~UY4 O R- - SOFfIT WALL WML SSUDS f912%ID i0.1MMER - SIDE WALL ME$ SHEATHING S\ 717, O '-r: A n C6 ti N a Lpa• DR Window frame curves should match window radius. Frame to be made 2x Fr with 3/4" thick plywood m M ED o rn ~ w o + rv ~ DEC m Is $ Ianxn.xeMLaocE ~I - ""F- screwed in securley on both sides. Window frame mounted In place between rafter trimmers. Provide o ci ~ v F p bracing as needed. Rafters for eyebow to be at 12" OLE- 20 gauge strapping to be attached over all S.Yn x Ibl a ML RmGE z I m intersecting areas. Use 2 layers of 1/4" AC fir plywood sheathing over curved rafters. (Plywood should tarn ~ g:2 be ripped Into 16" wide strips for easier installation). Stagger all joints between layers. Plywood to be A H fastened to rafters with 1-1/2" (min.) stainless steel screws at B" ox.. Use Ice and Water barrier as roof PIS O r p - - - N `ry - - 1 undedayment. Underlayment should continue up to roof plane. Overlap undedayment so water travels m-r p In a downward direction. Trim out eyebrow with clear cedar, primed or sealed an all4 sides prior to . _ . _ . _ -i-_ JL.. m 12)2NIO TRIMMER OBL RODE METER I Installation, Insulate rafters with rigid foam board with foil on both sides. ® Aa,V • 1;•• 1). INSTALL 2X8 DF:M2 COLLAR TIES AT 48" O.C.. (A 2). APPLY 3/4" THICK FIR CDX SHEATHING OVER ROOF FRAME, LEE ~.'w ~v o Rp~runt' (4) 2%1ET~IMME0. . ~ . r - - • • • - 3). ROOD TO BE PRESSURE TREATED RED CEDAR PERFECTIONS. CEDAR SHINGLE ROOF INSTALLATION INSTRUC LATION INSTRUCTIONS: 'a W 3 W 9 ' fi - - 4). ALL FLASHING TO BE LEAD COATED COPPER. 1) INSTALL SHINGLES PER INSTRUCTIONS MY THE CEDAR SHARE AND 91 EUTTSOFSHINGL SHINGLE IURFAU. 1i)1" FROM THE E 9) EDTFS OF SHINGLES IN THE FIRST COURSE ON ROOF SHALL PROJECT I-D,' FROM THE EDGE OF ROOF EAVES TO INSURE PROPER SPILL INTO 5). GUTTERS TO BE LEAD OR COPPER HALF ROUND (VERIFY w/ OWNERS) GUTTERS AND AN 2). THE CONTRACTOR SHALL COVERALL PROOF SURFACES WITH CERTI SPLIT GUTTERS AND APPRO%IMV ELY V AT CARLE AND PARE DOLE <k9.12 vRINI voo-E* o[vn SHANERNSHA1f READS OFFICIAL E C'RIGRGDE HAII ML CERTIGRADE SHINGLES SHALL PE SPACED MART NOT 05 THAN 1/4'. NOR MORE THAN 3I9'. CO hII MI \x*9~ • HFANER I HEADER I II 1 vEAOER R 6). ALL WASTE PIPES(NEW/EXISTING) TO BE PAINTED GRAY. CEDAR SHARE I SHINGLE mauos FFInAL GRACE MARKED MARNEO ART. UBEC NOR MORE MORE rnu 3), USE IS'REDCEDAR MI PLRFECTONS. 3124 12 PITCH: MAX WORSE 11) ALL SHINGLE HIPS 11) ALL SHINGLE HIPS AND RIDGES SHALL AF OF ALTERNATE OVERLAP Eno 7). VALLEY PLATES TO BE SCREWED TO EACH RAFTER. USE TIMBERLOKO 4"SCREWS TO OF a114"412+ PITCH: MAX Exra6URETo PE "a'. TYPE APPLIED AT TYPE APPLIED AT THE SAME EXPOSURE AS FIELD OF ROOF AND WITH ~A NAILS TONG FNOUGI I TO PENETRATE INTO SHEATHING AT LEAST 314" ua /L.XaI~M I I I I~ I ~ OR 3/8" GALVINIZED LAGS WITH WASHERS. NAPA LONG HC 4). INSTALL SHINGLES OVER SOLID SHEATHING PER CODE REQUIREMENTS. ? USE 50-THICK(MIN) APA RATED FIR COX SHEATI LING 12) SHINGLES EXTENI 12) SHINGLES EXTENDING IN TO THE VALLEY SHALL 9E SAWEO TO H IS O M~ 1 hlP I i xyvy 3IA I I I II PROPERMITEN.I 5L CONTRACTOR SHALL APPLY ICE&WATER BARDERALONG PERIMETER THE CFNTERUNE PROPERMITEM1. DO NOT JAY SHINGLES WITH GRAIN PARALLEL WITH THE CFNTERONE OF VALLEYS ALL VADUZ SHALLBE INSTALLED V1 VALLEYS AND HIPS, INSTALL TYPE 3C FELT UNDERLAYMENT WITH SHINGLESI ON EACH SIDE, C WITH SHINGLES LAPPING THE VALLEY FUUHING NOT LESSTHAN ON EACH SIDE, ON ROOFS WITH LOS THAN 6,12 SLOPE, FLASHING - ~I II II I Ix ? r - H'SC 6). USE LEAD-COATED COPPER FOR MASONRY CHIMNEY FLASHING CHIMNEY SHOULD EXTEND SHOULD EXTEND ll" ON EACH SIDE, USE LEAD COATED COPIER OVER y ICE& WATER YARRIER SHEER SHALL RE CENTER CRIMPED, OF 20" W t s~ "s ~I of of all of 2.2/« c q FLASHING SHALL EXTEND UP THE CHIMNEY TO A HEIGHT NOTIMTHAN ICE&WATER RAI Y2r4~ 3 UP THE ROOF SLOPETO A POINT EQUAL IN HFGHTTOTHE FLASHING MINIMUMWIDT ON THE CHIMNEY PUT NEVER LESS THAN 1-I12 TIMES THE SHINGLE MINIMUMWIDTH. N EXPOSURE (ALLMFTAL FLARRNGSSHOUID EE PAINTED) APRON 13) NAILS SHALL BED COUNTER FLASHING SHALL WEND TO WITHIN I- OF THE SURFACE OF THEWOODTHI 13) NAILS SHALL PE DRIVEN FLUSH RUT NOT SO THAT THE HEAD CRUSHES THE WOOD, THEY SHALL Bf POSED APPROXIMATELY 314 " TO 1' FROM 'IT' SIDE FOGES OD THE SHINGLES AND APPROXIMATELY 1 RV ABOVE THE FINI SHIRRS ROOF WHERE SADDLES OR CRICKETS ARE FORMED IN THE SLOG MCI,I THE RUFT UNIX OF THE FOLLOWING COURSE. 2'%2'%IM"21LMLt .".RT I NI II NIA MALL P.M w(.MHE 6NUTE PAC" OF CHIMNEY. CURVES OR SIMILAR VERTICAL SURFACES. THEY THEDUTT UNEC SHALL BE CARRIED NOT LESS THAN W UNDER THE SHWGLCS HIT 14). EACH SHINGLE SHALL BE SECURED WITH TWO NL4DRIVEN.STAINLESS - MPICA. FLASHING SHALLEE USED WHERE VERTICAL SURFACES OCCUR IN 14). EACH SHINGLE SI CONNECTIONWITHHIITES DORMER FIASHINOS SHALL RUN 3-UP STEEL FASTENERS UNDER THE SHEATHING PAPER AND 3' HORIZONTALLY WINDOW CAPS STEEL FASTENERS (1'/FE3D4OR316) U I I I II I AND OTHER PROJECTIONS AT POINTS WHERE RAIN WATER ACCUMULATES 15; CONTRACTORN I 19) CONTRACTOR MAY USE STAPLES AS ALTERNATIVE TO NAILS. STAPLES PE STAINLESS REEL ITYFE 304 OR 316). MINIMUM CROWN SHALL EE MUST BE PROVIDED WITH HASHINGS. SOIL PIPES METALSHALLCOEND BE fTAINLER STE HD WITHIN ALL DIRECTIONS ANDSHALL BEINSTALLED TOE"ELONI AND S P/16"HORIZOMAL AM%IMVM 3/q'HORIZONTAL , STAPLES DRNEN IN THE SAME LOCATION AS NAILS RELATIVE TO THE SIDES AND ANO"RTO THE SHINGLES EEIOW. PROVIDE FUfHINLALO LONG THE SAMAM EAVES ITYFICATEPICA4. OVERLAPPING 11 NG BI PENETRATEINTC OVERLAPPING PUTT LINE. STAPLES SHOULD YE LONG ENOUGH TO PENETRATE INTO THE SHfATHINGATLEAST314"ORA LTHEWAY q, TACK TOWN CEDAR ATHER.ONETACK (03 FAR) APPROXIMATELY EVERY THROUGH AND 3 ERY THROUGH AND ORIVENFLUSXWUH THE SURFACE OF THE SHINGLE. 3 SQVARC FEET IS ADEQUATE, I5URFRIWITH DIMPLES GOWN TO PRESENT THEFLATTIDEAf THENAILINGSURFACE DONOT NOTIO Ifi). CONTMCTORi II CONTRACTOR TOVERIFY AND INSTALL ADEQUATE VENTILATION VENTS ,y}¢ "~'i 1SY. FROM FASCIA TO M.F.c WHILE INSTALLING SHINCIffTO AVOIDWAIMNG ON ROOFS BYU R% SHOULD RL PROVIDED AT SOFFITS (EAVEE AS WELL MAT GABLE ENDS, '~y'LgB '~pf ON ROOFS BY USING ATTIC ROOF VENTILATION OR PREFERABLY THE /N T r PROJECT NORTH RC ROOF PLAN EA THC0. GCH COV ESHDVLEU AGAINST PRAHOU5 COURSE WORK SHOULD PC PRO DIRECTLY ON CRDAR BREATHER DO NOT INSTALL ON WET 09 DAMP SURFACE RIDGE LINES WIT FIN FOR MIND FACE RIDGE LINES WITH CROSS VENT RATION DESIMPLE.(SEE DMINAGL jjj I LAN FOR MINIMU M MT REQUIREMENTS), A 'may V SCA SCALE: 1J4" = 1'-0' R) SHINGLES SHALL BE AT LEAST DOUBLED AT ALL !AVERS. 4 DRAWN ME/MS SCALE: 3116"=1'.0" a~4' lOB Wr' r July 25, .611 SHEET N WOER: i PER NYS CODE / NFPA 13R F ROVIDE RESIDENTIAL SPRINKLER SYSTEM A-8 I 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 2X10 DI 12 ]R@16-0c N Nil 111 11111111 2X8 @48'OC 2X8 ©ib"OC 2X8 Q48"OC O CATHEDRAL CI ATHEDRAL CEILING I- W 3) 114/8 T HIGH RAILING ML BEAM 3/4" SUBFLOOR m UVAWUvTTvqI 11-7/8 ML p16"OC A c ~r }4 r C0 w PARTIALLY CLOSE OFF (211-1/4X14 2110 OF AND INSULATE ML BEAM N2 Rq@16"OC Y . y: 14"711560 WOOD4 F1@12"OC 14 1-3 4X14 ML 2 "OC 14" 711360 WOOD-1 F1 Q 16"OC ~.t.,~~ d ® ®i~ l!. . ~,1 1 1 5~ A m "s I cn %74 PLATES 3) 1-11 ML _(3)13/4XI4 (22) j 3/4" STEEL PLATES 6~ _ _ _ _ 3/4" SUBFLODR 3/4"SUe FLOOR 14" T11360 WOOD-1 FJ @I OC 1 a) b It 14 616 1 TT 14" 711360 WOOD-I FJ ®16'OG 2X8 ACQ DJ 16'OC N - ~ ~ - (3)1-314X14 ML 14' 711360 WC 14' TJI360 WOOD-1 FJ p12"OC (3) 2X10 AGO ACQ ,Ql P86 i i 1a^conlc. 10"[qhC.~ l PIER PIER F~1 WINDOW WELL O u 24"X24"X12" iJ ;•X12" T CONC. FTG. Im P. a'. i 12" PC WALL •i+ DAMPPROOF r/'ATTr\ A 1 r r,r% n1 r r o wiv r-r 5" CONIC SLAB m ~ m u v 1/4II _ 11-011 SCALE: 1/4" = V- t\ G rn H er m 2,V'Xl2'CONC. FTG. 2X4 KEYWAY ~31 95 REHAB Z w v sw3 c, Town of Southold GENERAL DRYWELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE^ STORM WATER MANAGEMEN Erosion, Sediment & Storm-Water Run-off Assessment Form sment Form SIGNIFICANT RISK FOR BASEMENT SEEPAGE 09 FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER. OR INTERFERE WITH THE OPERATION OF SUBSURFACE T C SEMENT DETAILS Property Location: S C.T.M. # THE FOLOWING ACTIONS MAY REQUIRE THE SUBMISSION E THE SUBMISSION OF A O SEWAGE DISPOSAL TUMMY AND OTHER SUBSURFACE STRUCTURET N.T.S. DRY WELLS MUST BE LOCATED AND CON FIGURED WHERE THEIR CONSTRUCTION J 1000 M' X. xx STORM-WATER, GRADING, DRAINAGE AND EROSION CONTR 1 EROSION CONTROL PLAN UU) WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY, A DRY WELL _ SHOULD Of PROTECTED BY EASEMENT, DEED RESTRIRION. ORDINANCE. OR OTHER I)Mrict Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE SPATE OF NEW YORK Q - IFGALMEAS USES THAT PREVENT ITS NEOLECT ADVERSE ALTERATION, AND REMOVAL Gu=-s (DOWNSPOUTS THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH DRAIN PIPE WATER TABLEOR BEDROCKAND BE AS LEVELAS POSSIBLE TO UNIFORMLY GUITERDEE ROOTAREA ROOFARCA 01WETEROF ROOFAREA ROOFAREA DRAINPIPE DISTRIBUTE RUNOFF INFILTRATION OVER SVBLRADE SOILS. (INCH) BY B11-SLOPE 010V SLOPE LEADERON) IQ FT. GPM DIAMETER DRAIN IIPE item Number (NOTE. A Check Mark (X) for Each Qn,,tic, 1, Required for a Complete Application) Y. mAMRmR Re. SLOPE GPM 1/4' SLOPE GPM )w L12 CONSTRUCTION, 3 So BOND 2 197 A6 3 uI44 tg.~32. 6 an - Will this Project Retain All 5torm-Water Run-Off Generated by a Two (2") inch Rainfall on Site? 1". 77 19]4 9 N2 9 fOR PRY WELLS, PROTECTION OF THU NRGMDE SOILS FROM COMPACTON BY q ]20 ROD 3V2 STW CTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL CON H 17. USA Sea. I (This item will Include all mr-off created by site clearing and/or constructlon activities as wel I as all Site te t as It Site 0 ~ 3 322° 134 5 P RIORTO RSCDNSTRUCHON, THEAMATOBEUSE FORTHEDRYWELLSHOULDBE 5 1250 USED CORDONED OFF TOPRNMTCONSTSUCTONEQUIPMCM DTTOCKPREDMATCRIA6 1920 2720 4 692D 2NA fi V. 'am Improvements and the permanent creatfiam of Imper,donu surfaces) FROM COMPACTINGTHEfUPGRADESOID DUMFICULVWELLCONSTRUCTION PRECAUTONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION I I.me ism. 2 Does the Site Plan anc/or Survey Show All Proposed Drainage Structures Indicating Size & Location? :ationl x 1 1 U AN O SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMEDWITH THE This Item shall include all Proposed Grade Changes and Slope, Controlling Surface Water Flow! LIGHTEST PRACTICAL EXCAVATION EQUIPMfNT. ALL EXCAVATION EQUIPMENT SHOULD III BE PIACFO OUTSIDE THE SIMTS OF THE DRY WELL OGFE GUTTER - STANDARD 511 NOTES: 3 Will this Project Require any Land Filling, GradinK or Excavation where there 11 1 change to the Natural he VJ is 71~- !1 Natural ~ x TO HELP PREVENT SUBLRAOE SOIL CONTAMINATION AND CLOGGING BT SFPIMENT, DRY WELL CONARLCHOA SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1) EXEMIDON; Existing Grade Involving mom than 200 Cubic Yards of Material within any Pascal? A) DO NET BEGIN INSTATIUATION UNTIL SUBSIBRAVES HAVE BEEN PROPERLY PREPARED. SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPOMRIEY OR PERMANENTLY DRAIN TOI HE DRY WELL ARC STMLLHCD, THIS DELAYED CONSTRUCTION EMPHASIS THE NEED. nS DESCRIBED ABOVE, TO CORDON ROOF AREA: 6612.0 SQ. FT. OFF THE DRY WELL ARD") TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT ~y~ 2; PREPARATION: 4 Will this Application Require Le no Di5tuirbing Activities Encompassing an Area in Excess of A) CULAN URFACETHOROU61ILY PIRRATOINGIALLATLON. Five Thousand (5.000) Square Feet of r sround Surface? x . ul-..+. AND MATERIAL STORAGE PURUECOTHERSITE CONSTRUCTION ACTIVITIES SIMILARLY, AT 100% WATER RUNOFF: 1104.2 CU. FT. / USE OF TFIE DRY WELL AS A SEDIMENT BASIN IS STRONLLY0I5000MOED WHERE IR: PREPAaE SURFACES U"ING METHODS RDEOMMENDIED BY THE MANUFW(nrJRE FER ~GHRVING THE REST -a.- 1.9 THE SURImMmi UNDER THE IRELLEET ELLNUIT.'r Is the a Natural Water Course Running through the Site? UNAVOIDABLE ,E%CAVATON FORTHE SEDIMENT PASIN SHOULD BE A MINIMUM OF \ 2 FEETABOVETP FINAL DESIGNSLEVATION OF H PRYWILL BOTTOM E) P"TC.NC~DMU~IUR~C5AN~SURFAM~NMNTAUW~Dl~IMI,AR 5 MIULAui WITH PROTECTIVE BACKING PAINT. Is this Project within the Trustraijuristr[etion or within One Hundred (100') feet ofWathand or Beach? x or BeachP $L ACCUMULATED SEDIMENT CAN THEN RE REMOVED WITHOUI DISTURBING THE (AT 2" RAIN PER HOUR) OE SOILS AT THE DRY WELL E WHICH SHOULD BE LE TED ONLY AMR ON STRUCTION CTION WITHIN WITHIN THE DRY DRY W lELL'S DRAINAGE ARE IS COMPLETED AND 3 INS7ALATRIN; 6 Will there be Site pre,si-AtI., On Existing Grade SI.,S, which Exceed Fifteen (15) &at of Vartele Rise to Wa Rise to CONSTRUCTION IF RUCTIO DRAINAGE AREA DRY WELL CO STABILLERY A) PERNERM WOW IN ACCORDANCE WITH MA RABODUOK AND WE DRAWINGS One Hundred (100') of Horizontal Distance' 1). ITTER TO BE PJmHJD ILDNARDS LEADER I M VFOR EVERY 'ROF RUN x DRYSTURIONCANNOIDELAYED UNTIL ITSDRAINAGE AREA IS PROVIDE (7) 8' DIA. X 4' DEEP DRYWELLS (ZED LED. DIVE PIPING OR SUFFA911 NMEASURES SHOULD INSTA HOULD Z)~ SHIFT METAL JOIN LENGTHS W]TH WATERTIGHT JORNT5. a). GDPPER I ~D: FINIH AND RNUFFIR GUTTERS TO DOWNSPOUTS AND 7 Will Driveways. Parking Areas or other Impervious Surfaces be Sloped to Direct 5torm-Weter RUL-Off Run-Off X S DRAWN. MH/MS INSTALLED DUBING URING AL ALL lHPMl Of CONARU TI TO DIVERT ALL RUNOFF AND REMOV" UN FROM THE E DRY WELL THESE E DIVERSION MEASURES SHOULD NOT SEDIMENT AWAY D~ ACCESSORIES. Into and/or the direction of a Town right-opway? ALUMINUM! Ter AND CAULK WITH A 5UPJOWT r' _ SCALE: 3/16"=1'-1)' IC REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELLS SHOULD WELL'S DRAINAGE AREA Is COMPLETED AND THE EAREASTAlILI2E0, EGNNEEroi 3). CONNEU DOWNSPOUTS M STORM SINNER SNSTEM AS INDRATED SEAL Will this Project Require the Placement of Material, Removal of Vegetation ..dArr the Ccustractman of JOB A: ruRwn of x fitly 25, ?Ol l CO AGGREGATE SHOULD CTIONS A MAXIMUM PUCEDIN LIPTSANCOMPACTED DRYWELLS CAPACITY: 1183.0 CU. FT. COMPACTIONS MA%IMUM UM LOOSE LIFTTHICKNESS OF ll INCHES CHES IS IS RECOMMENDED NDED LONNEETIGINWATERTIGHT 8 any Item Within the Town Right-of-WaV or Road Shoulder Area? PRETREATMENT: WORY WELLS TO BE 10'MIN. 4). PROMEEPION: This item will NOT include the Installation of Driveway Aprons.) SHEET NLIMHER: . AS WITH ALL OTHER YTMANACEMENT PRACTICES, PRETREATMENT CAN EXTEND D IS FENCTONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF AWAY FROM HOUSE A) : PR07U INSTALLED PROVACTS UNTIL EOMPIJUUDN UP PROJECT. a TOUGH UP, REPAIR OR tat`~Are DAMAGED PREDIDUM BEFORE SUBSTANTML 9 Will this Project Require SHE Preparation within the On. Hundred (100) Year Fl..d,l.lD of any Wammcm,,S? EOMPLETION. my Watercourset RUNOFF POLLUTION. ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS, L p x THEREFORE. ROOF GUMA GUARDS ANU7 OR SUMPS OR TRAPS (EQUIPPED WITH CLEANOUTS) IN CONCH ITSTO A ORY WELL SHOULD BE INCLUDED WHEREVER O O p NOTE: if Any Answer to Questions One through Nine Is Arnwered with a Check Mark in the Box. a Sthtrm~Wam~ Gr a Storm-Water. Grading. A-12 PMCTI ALTO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTNUTE5 THAT CAN THUS THE II Drainage & Erosion Control Plan is Required and Must be Submifted for Review Prior to issuance of Any Building Pan of Any Building Permit) PROPOSED HOUSE REVISIONS. FIN FL: 145 REVIEW SET 02/04/2010 HOG NECK BAY -_---_---"ll 3'---- FIrvISHE0 c1uDE CAST IRON PROPOSED SEPTIC SYSTEM DI 14q.9~ ELEVn2; coulR INOS TO SCALE) SEPTIC SYSTEM D TA [%ISTINL SANITARY SYSTEM TO BE CINISH GRADE RE'/USED 03/11/3010 F TO SCALE) AGANDONED AS PER SCHDS REQUIRFMEMS ELEV 13.5' REVISED 03/26/2010 REVIEW SEE 04/13/3010 71E LINE AS SHOWN ON MAP OF - 77 _ % - 35.1 MAN 301' 1, MIN, (5) POOLS B'DIA.3 TDEEP REVBIDSET 0 712/2 010 -1, I'Mlrv, 6" ISED W/P/3010 13 T REVISED OB/10/2010 PROPOSED MINOR SUBDIVISION OF LAND OF JOHN SCHEEL S 05°-18'40' W - PREPARED BY VAN TUYL & SON DATED SEPTEMBER 10, it 0 - HIGH WATER MARK AS SCALED FROM MAP OF JNV, EL umwmrir 1. EL. HOLE nn NIP" S'A 10.6' 10.5' '7' PP', TANK 11.5 MIN. f'DI6r IN9 FEL TANK LEMMING LEACHING L TSEPTIC ANK INYV.2FL. ~ iINV [L POOL POOL - - - PROPOSED MINOR SUBDIVISION OF LAND OF JOHN SCHEEL I PREPARED BY VAN TUYL & SON DATED SEPTEMBER 10, 1970 - _ _ - _ I - ~PZER MPRK MIN.4'pIA 1500y1 1500 [al mMIN4'DIAP'E BO' 3.7 ' i 3'CLGN SAND 3`CLEANw Y" 3 COLLAR SANG p, -1 • _ NN 5 3.32 . / / 2 p_N\GH s -g'-~ COLUR e 161.9 > Hp9µa1091 MIN. 1~-e-• SLD / - / 1gZ O~t / - ~ . m or 'T\DD'4, ~O7005 p~ BOT EL 53' GROUNDWATER FIEV, i S / 156-8i LEACHING POOLS (5) 0.'Z\.2 3 IS o N ~ANfl~ ER1'``NEfl K~yu NG22 SE.MANR:ASEPTIC TANK !APUIOISUFORA 56 BEDROOM HOUSE IS UPC GALLONS 41 SO. / ZER PE6P.UP ! AS flEt ONSULTA 2CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30M pIl AT 2e DAYS. AREA. USE IS ISDD GALLONS IMINIMUM TEACHING SYMM FOR A 5.6 BEDROOM HOUSE IS 40D SO FT OF SIDEWALLAREA 5 POOLS:3A'DEEP, R MAMETEP. 3, WALLTIIICIW Fff SHALL BE A MINIMUM OF 3', ATOP THICKNESS OF 6, AND A I OF 30M FBI AT 20 DAYS, l LEACH ING POOLS ARE TO RE CONSTRUCTED OE PRECAST REINFORCED CONCRETE LESS OF 6, ANDA 10R EQUAL]IFACHING STRUCTURES SOLID DOMES AND OR MIS. H AyJP w G ~.N'~/ BOTEOMTHICKNUSOF4'ALLWAUD, 207CM, AND TOP SHALL CONTAIN ZH\G .O J ^~J ~Y REINFORCING TO RESIST AN APPLIED FORCE OF ROD P0.. 1AM ONTAIN 3.ALLCOVERS SHALL RE OF PRECAST REINFORCED CONCRETE TOR EQUAL) 4 AIP MINIMUM DISTANCE BETWEEN TEACHING POOLS AND WATER LINE SHAH EN 4ALL)"INE SHALL RE SEALED SO I HAT THE TANIS IS WATERTIGHT 5. THE SEPTIC TANK SHALL RE INSTALLED AT LEVEL IN ALL DIRECTIONS 1 WITH A MAX. HT RE MAINTAINED IONS 1 WITH A MAX. 5. A 0' MINIMUM DISTANCE BETWEEN ALL TEACHING POOLS AND SEPTIC TANK SHALL tED MPV 24.Y9g9 50'5- ' PPPARENZH I I i F'• / A VOLIRANCE OF 4J, H4') ON A MINIMUM 3" THICK UD OF COMPACTED SOIL OR O PFAGRAVEL. ]MMCTED SOIL OR RE MAIN IAINED, 1-. / . SUILVEV00.5 OP 0 A 10 MINIMUM DISTANCE BETWEEN TILL SEPTIC TANK AND HOUSE SHALL OF f R1 ~A MAINTAINED. OUSE SHAM OF a f I 0 55NO4V ONCSU0.VEy 15B' 145"~-~ o C SITE DATA ytc ?44 ax p0.EP U 11 Q 4n WI XUA, -L IONATIT -_L O.TECCE011)16191 g N N ` Ml O I 15~ - p0. PSyOZEC\ QR S ~NCEg OJEMe~ it g91y P 5L F' EQ RpIUS O O UO > r I -JED OF-~ / • ~ L1c2 / tN EdJIY UTA NP E .P w N/O/F j 1 - I' Oa SV 00.5~p'C/ • / / / x FCO~ 0.E o fl0Op E 74S ES. F4 pE51 STELTETBE x ~ nRVCZuEpo °R6 P "GO N S1szEO P PS 1 G TOWN OFSOUTHOLD SNAE NOJEM NN£NERWJt5E P0. 6 P 1YO\G5V0. / • nMVRD'iDNE~ NOT VIA Sol N B, g Z ~ DWELLING LFrnr XIOW ..1, 0 OWTO A. 1. IT .,,I C) f I I 4\E~\sFag4pEGO/ REMAI AS NON- Pva~s~'~F PURPOSE x WP 1^~" o p (USES PUBLIC WATER) ,LCOym D m I 0.EJ\ - / / DISTUB NCE BUFFER % ~x Sx ` a ROCK WALL N ROCK LL 4 O " F-+ a u O ~ I / ~g x O "o / O O 11 G O \ x Y~ x A eXM4WLATFn S F y"6N~µwpNGEe FEER O Iw ~ W ° v S 43/ EKM ND~UReP A W= I5/b / 000 LLS Mo° 2u I ' / q° e+ w JRF\gEU RO OF NO m A Wa I~ EX c N ~"'F x S n x ~ 'm Q r_ KEY MAP E...~,o,~oU~l ~ z A x n N ° I ox O,S F' D w „v a O a Pj. EL AA' PVb p m DARK LOAM -SANDY LOAM CS w y. \D I Wx< .•11 ,t 'p OL a 0 0 OD _~y ^ O %0 N a ROOF AREA: 6612.0 SQ. FT. PAL°ROWN HNE SEPTIC SYSTEM LOCATIONS: IV. n I y v O AT 100% WATER RUNOFF: 1104.2 CU, FT. TO MEDIUM SAND SP 7-B BEDROOM DESIGN o NATURA AREA TO MODEL 40DEL DISTANCE FROM DISTANCE FROM DISTANCE FROM ND.: DESCRIPTION: "A": "B": "C": J-0 REMAIN AS NON- = O PROD ~AµEDtH ~Y P ES E m np (AT 2" RAIN PER HOUR) s EL z.z, N., I MH MAN HOLE 29.2 32.0' Wx T W~ DISTUBAN E BUFFER PROVIDE p) B' DIA. %4' DEEP DRYWELLS MH P N 00 5T 2000gal. SEPTIC TANK 159. 30.3' Q FINE 70 MEDIUM SANG 5T 2000 D m 'o SLATE PATIO • W DRYWELLS CAPACITY: 1103.0 CU. FT. pp 2 DP 1 8' dIM X 8' deep DISTRIBUTION POOL 30.9' 31.4' 0 r , EX. HOUSE DP1 S' dl.. X B'd DP 2 26.0' 235 - xa ~ W~ I G D N C TO BE D MOLISHED R. ' ~tiY' O CE ti. III~i IIIIIn 04 TEST HOLE LP4 LP 1 Z O I N m 1 1i 5 0 CEDP LP LP 2 38.8' 40,13' - W 1 all, O J V D.Wi WATER IN PALE RROJM (FL, 221 EXIST, STORY o~ / TEST HOLE LP 3 LP 3 38.6' 35.9' - z ZLLF, I \\h 'N N 3 .M K' m HOUSE.CF%'e.e „SO: pATA FROM LP$ LP 4 22.B' 15.6' - O O O I- 4. O m y USES PUBLIC•1WATER'•, n ARmONAVB ClasaeucE O O DRA DCL6 LP fi LP 5 30.6 20.4' O w y1 Zp O f ..D - 3 z LP fi 34.0' 281' - RwT1 J 03o I P ,1 R' W m N04 J x S ;o o ~ 0 d D. W x ' 30 2 O Z ' x I N - \ S"o .1 PROPOSED PORCH 4' 61 LIGHT FI%TU0.E- wyJi,.~, BY OWNERS >1 C pp x SELECTED- J \ , .x P STONE AS BY OWNERS O q • N U ry V H / I ~ zr eX16B LOCK U N CO" I R, ? 4 0 V m pz - ~1 rD W a. d' 32.9 .1. v EXCAVATION LY 1 SED 21/2 STY. m PAID By N ~ a Q O p m I I 1 COASTAL BARRIERS. 1 9270 O c - 71 FO GD ZONE PRO COORDINATE A. LL wQ NOVEMBER 16 1990 IN DESIGNATED O x S p.0 O FLOOR PLAN Q O ¢ I \ NEW CONSTRUCTION OR SUBSTANTIALLY f. n • 11~ CONCRETE3a e,•A `o F~tAMED _ EXIST GRAVEL DRIV WAY ` N/O/F PIER '4 . d• ^IIU, ~IryI1',, G p FLOOD INSURANCE NOT AVAILABLE FOR ` 4 Q a s I \ PROTECTED AREA \ y y PROPO 14.01}- TO BE REMOVED aONA,to J. BALL 9, a Z SED F• F1 I \ IDENTIFIED 11/16/90 1'yp~ M E, o & ELLEN B. BALL b 'Moo PORCH F P D 'DI DWELLING cuosssECTIDN Z y m E'L.. v y Q 2 % (USES PUBLIC WATER), r'1 r'11\ Ir'\ V 1 ii% ir_wI sv n1i rn h . „y c i >n m w O ' • • (PROPOSED Pux- • • nmw e a o: Q N i _ O v civJcwrAr PICK Ic @ rs.S%O G o LLS ' s%~ I yo N T O w 9 ;v - IEL 35.0' mZ PROVIDE (LOCATIONS TO VERIFIED IN FD): I N-...-. Q.. s x ~Y 4 BURRIED PROPANE TANK R' PROPANE GENERATOR w/ HOOKUP b Iw ° EL a ) .V ^pPROVEDASNOs~~ I ~ I %f I ~ ~ ~ C 'm 78, O I y Tu8.1 5- I 1, d1 I i ,d z SE IS UNLAWFUL g9~•2be b In I \ I Y 79.6' 79.6' S I W'..... ,-mIJL9AlYL o UITN( 00 OTIFY BLI yPP~FORTTHE ° 3 NP 1ITNOUT CERTIFICAT 785-1 802 8 AM K, m R t~. a EWSEL. pGE EX. SHED TO 1\) I r 0( 12 ® GAR w ? BE REMOVED1 OF OCCUPANCY ° ~g A ;°FOUHOATION ETWD REQUIRED v o I TAINSTORMWATERR0 OFF so , F POUREDCANCRETE a v p N RO H-FgAUING,PLUM91 TRICAL & KIN N * GAUL p H STRAPPING, ELEC 3 MT•r ,i`^ k'9 ' , PROPOSED CONC.RETTAININNG'IIWALL DETAIL I T~3UAM NEW 4L. o r w INOTTa soft CJ t'THf TC I ;;,UANT TO CHAPTER 236 2 I II O II N N P I\ ti4• MIN. 10' SEPERATION REQUIRED 3EIWEEN Gr THE TOWN CODE. jvwsU1 ooK mlrt ` INAL. CQNSTRUC7ICO G'TRIC O I a I A I N C~ Z I•y-`- SEPTIC SYSTEM AND RETAINING WALLS. C` 0.VIOU5SA: EN2i E i« WATERPROOF RETAINING WALLS PER i 12 dD BOUND EW EL. ES TSO.OO TREN _ N UST@ECONPLETE MEE77w % ( l I ° / . oRIV SCHDS REQUIREMENTS, SEE WALL DETAIL D pA/ - O I 2 'TIDAL WETLAND BOUNDA AS DELINEATED B B n •,11.51 (COL TO MAKH• .,ISTING) O~ ? FOR ADDITIONAL INFORMATION ONE, / - IRF,ti14NT51 QFNSDBIE W Fw F LID x.....pNRT S@ATF€. NQtRE ElUlgls I d1, I Y2 I EN-CONSULTANTS, INC. NTS.INC. a'9 Q _ Du' ~ l - . - I I I JULY 22, 2009 OLE NEW EL. , X12,5' _ O UNDERWRITERS CERTIFICA V 8 E COBBLE OBR nD E PPRON REWIRED I 1 0 ~ D .P . 2.5' ? 5 ..x"' VEV ha"":b? NEW•. uk, m EP W 1AV `•e 1_.. •'.7.1" ''"O Sil GRAVEL0R1 `(ala"E ~•ddP I I w N POST 1 I x ~A ~3 ' ~ ~ 'rv '\CM1t 'x c 4 o S PEIA SCONE DAY~Y1 ~ / W / a 200 00 ~o CERTIFICATION OF 4 NAILING & CONNECTION S V LAMP EXISTING WATER LINE TO BE REMOVED REQUIRED. p O~ •'VEW EL `T PEAVIDRIV yE%1SZ1NG7 W / .a 9. •10.2"-. / • i° p1;AA / REPLACE AS INDICATED. TO TIE INTO I ~ c ! 7J~y, `S N\EW~EI O ? ~ Imo' o ~ NEW EL.: .'x.. E, EXISTING WATER METER POST 2 `Pa Ui ° TT iELGIum Bloc '10T PROCEED I I m m LAMP S1iED H 'I i UNTIL SURVEV RTIFI ATION v r:!dP ATION L PLUMBER ENT EFORE N Lki OF .,:~.m .p - 03T. FOUND I BULKHEAD ONC. MON. AS BE HAS BEEN APPROVED ON LEAD C ;PANCY CERTIFICATE IN TER BULKHEAD 20, 202.00' 90.63' V L"1 llo24'30" E FOVN oN P miolor SOLDER US, NOT PLU E4 SUPPLYS ~y. AIL PLUMBING WN ED - 2/10 0~ 1% a SITE DRAINAGE NAGE CALCS• `ONG moll. A6WF SWATERUNES * .1 . \ \ \ m% 11 I ako fN GRASS AREA: 16520 SQ. FT. x 0.35 = 5782 FT, x 0.35 = 5782 TESTIN( TESTING ~BEF RQ E0. HR.=11564 SITE PLAN CotiI `L M• 5782 x 2INCES RAIN PER HR. =11564 CON L~~~H ALL CODES OF ' DRAWN- ME MS NEW YORK STATE & TOWN CODES A scACe. see PLAN 747,9 3, 11564-12 = 964 CU. FT. % G r' VACANT SCALE: 1 = 20'-0' NEW Y( AS REQ AS REQUIRED AND CONDITIONS OF ~JOB k, PROVIDE 24 VF Vdia. DRYWELL w/ CATCH RYWELL w/ CATCH BASINS N/OAF ROBERT & ALVINA MARTIN SOUTHOLD TOWN ZBA \z :s, ld Aug=20,2010 N DRIVEWAY AREA: 6510 SQ. FT. x 0.7-45 sQ. FT.. 0.7 - 4557 SHEET NUMBER. a OOPOL OI 4557 x 21NCHES RAIN PER HR. =9114 PER HR. =9114 DWELLING rv SOUTHOLD TOWN PLANNING BOARD D C'1I,yNNfL N24o53,_ rr (USES PUBLIC WATER) SOUTHOLD TOWN TRUST 9114 .12 = 760 CU. FT. V N.Y.S. DEC ERESIDENTIAL SPRINKLER SYSTEM RYWELL w/ CATCH BASINS PER NYS CODE / NFPA 73R 2~ ` = 3 5.~~1 PROVIDE 1% VF B'dte. DRYWELL w/ CATCH R I REVISION& REVIEW SET 02/04/2010 REVISED 0]/11/2010 RNISED 02/26/2010 REVIEW EW S U 01/13/2010 RIO SET 0 2010 REVISED 0712 ]/2p/2010 REVISED oenonmo STONE CHIMNEY CAP rrW^ Y V1 CUM CULTURED STONE Cl ~~/r CHIMNEY Y- ~ ~,c~ O z Q > W a W IB" PRESSURE TREATED JCUPOLA~' O ~ O - - - p- - - - ix82kMSAu FASCIA AOAI =`-°RAXE BOARD ,_®y(g ~IFPfATf4,f - - I --FASCIA BOARD---~ - - _ 3-1/2" CROWN w/ 63 ® 1 r ~ 5/4%B VERSATE% - - " E 17 VEI TE% - _ J - I - ~~_-T - _ ri o X Q O ~ I TOG eaa OLUMN 0" DIA. BB6 _ 5/4 VERSATEX F.G. COLUMN ® T O~ ® BANDING A/ II 4'HIGH, BXB- n L~ .1 1111 11 - + ~ L_ CEDAR BRKT~ ® I ® 1 ~ ~f 5 4 L~ I o ~fw4 ~ljl~ ~iej ~n J. p: ' ~ fi/4%4 CLSING - L . PERMAWRAP r1P~ - r, 5 i'f41~.M ~i ~ o RPCOLUMN Iii r'~ ~IF'1 1 -I- L deli, - W4X6 i ~j',h q - 471 CORNER RD a X11 TOP OF HN. LLL91. 122 _ 10" DOUBLE DIPPED TOP OF gU&D_Ajl 13 0' S-/7EXPOSURE III III =z fj~" ~~C: ~2't.~.i ;'Y.'l`1. +7 • ?t~`,tv;'y'.', y'J,.,. (;e a =:2PY~.~` CEDAR 4ATflCE,~ „~f ~,~+P ~J'•,~ WE WEST ELEVATION SCALE: 1/4" = 1'-0" AVG. NAT. GRADE EL B.2' y f '-'1 O E U M r a A`AY DRAWN: MH/MS SCALE: 114"=V-0" JOB 1 e Augmt 20, 2010 SHEET NUMBER: \A,.,: A-1 REVISIONS: REVIEW SET 02/04rz010 REVISED 02/11/2010 REVISED 02/2/2010 REVIEW 5U 04/13/2010 61D Sn 07/12/2010 REVISED 07/29/210 REVISED 06/10/2010 STONE CHIMNEY CAP TTW^ V1 c -CEILTURED STONE CHIMNEY J ~uQ Q ~ - L e J _ - 1'~ W -1X9 VERSATEX --RAKE BOARD 22" DIA. rrW^ W V1 H - - CEDAR LOUVER VER - - ~r 5/4X12 VERSATEX TRI - Z CORBELS rr ® ® Uffl Elo _ d/2'r CROWN w/ ~ - PRESSURETREATED 5/09 VERSATEX _ CEDAR SHINGLE ROOF- - CEDAR SHINGLE ROOF -VERSATEX-- SEIA-BBAk oI - t6/4X4 CASING m - n L-~ 6/4X6 I LL o SPIAVED BANDINGI PERGOLA _ _ _ - _ _ _ _ _ - _ _ 5/4 VERSATEX BANDING E= jlFTTj-T7 r, t ~,'y hl BlII~If",'„F~ ~~~'rtrt.1FlFl1y,IijYi1~I - I F p~ ~ m III D n n ' 'T I I I I I ~_-I III it ll ~tJ''rIhr .r iN~ill"~~{nl:llll~`:2x~F i( u 4 ®®jI 71 f l' ie' DOUBLED PE D I III - CEDAR LE R&R - ~nr~lrTi l~lf~nn~ I ~1 ~ I~ h ~ Hi., ~IC m tP d r~'f~. ~yl, u~~1'flh~~Ij~i ~uu I:' a¢ ~i III C 1.; I ii~ If ' 14 ~I' { ~ L F.G IA.0 J JJ~ T'~ M~ li 1~~13r'~jl~ li~n~~~~~ ~F'h~. _ E.c. oL - ~ ~I~ b~l~~ial 111 ~ 1 r I `:~~Irli;t9i ~~'r'hu~ I ~~r n , I~ m~ -•~ry~. d r~ r a i Z TOP FIN. FL.: EL 14.0' - - T Al TOP OF I DUNDAT1ON _EL 13.0' E' " `L;.: 1'L'• ' FINISHED GRADE: EL. @.5' .1 _ _ "L'- ~.7 . ( r `.:~v/`~ ~`y~i". ' vF! ~v~ :Fl S;/ ;:"Yr's'S, i--b; ~J'-;~y~~,., ~~.F ~D" { ,~ri+~'Z r `.f~?'~~. f~;~51"r>1 ~?78Y '`G[''n J'. ~n~,. " .TL v ~w3 NORTH ELEVATION a SCALE: 1/4"= V-0" AVG. NAT. GRADE EL 82' I I'`J i V O m C F ~E by 111 DRAWN: ME / MS i SCALE 114"=1'-0" d r~?~~ JOB AugustETUM20,N2010 SHEBER. PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-2 PER NYS CODE / NFPA 13R REVISIONS REVIDNSU 02/04/2010 REVISED 02A1/2010 REVISED 02/260010 REVIM5ET 04/13/2010 BID SET 07/12/2010 REVISED 07/2712010 REVISED OB/IW2010 SSTONE CHIMNEY CAP STONE CHIMNEY CAP TTW^ V~ -a _ O z - - A L d ~ } CULTURED STONE~'~--- - - W a ~Y ULTURED STONIE-_ ~ ~ H - - CHIMNEY - - - O a W O a~ - _ - - _~)y - - - - - - - - - - - - - - - - - - - - - - TPRESSURETREATED CEDAR5HINGLEROOF-- - a~ ~I XB VERSATEX= ATEX= S~CIA BOARD. - - - - - - - - - - 3-1/2' CROWN O 5/4X8 CROWN VERSATEX ME 3d/2' ® 5/4k DIPPED • ~ Q r~i p 6/4X4 CASING 77PCEDARR&Pl@ h s m SURE ll F ==J S a DRAINAGE TO BE CONGEALED - i CONCEALED - - 1 - O X _ _ _ - _ _ _ _ _ - - - ell l l 111 11 l ~'I III II II I II I A II III II I I II IIII 1 II 11 I fl I I II I - III II I I IUUKTWCLO' 5/4 VE~RSATEX BANDING I II I F-TI FT-1 FT-1 M 771 m r-, ® ® ® ® ® ® Fll eIILL1J1111--L-L~I II ° ll' 'n I~-E-J-~nl~.-gun _ G O y~~yI~ k t O N 7 p#JI a ~il~a li a 111 a Ti rgal a 'ryI`5i~h~'d 0.l ~ V O a NI~FF so^ 1 ea~G LLi~~~hl d z w ~ F.G. UMN F~~ ~i4 tiL4ptt~ ill n 1 4y 1 6i 1 IFD ~~,I h! 'tl141~11` I'lpl , ~ " . 4'IhI" ~ I~ =~I I ~Nti~ta~i flI ~r _ z i r; il,3e Ea ilk r ;a D „r'a" V~ U r+ i 77 - TOPO FIN _FLEL. 14.0_ CULTURED .TON TOP OF FOUNDATIONEL 13.0_ A; l,~''?,.t ,~~~~~y`,~^"~~!p;F~t,`~'.`t/.'S'`Y~ ~,~i,:µt~i:.~,'ZJ%,`rh.'."~YE;~?A:~.~'".T,.~'~,;t~,' .<..y ~FINISHED GRADE: E i 5' ~ ~ EAST ELEVATION y SCALE: 1/4" = 1'-0" AVG. NAT. GRADE: EL B.2' O F P CA m, DRAWN: MH/MS \ Q SCALE: 1/4"=1'-0" ~cr _'m,°v1 ri JOB August 20, 2010 SKEET NUMBER: PER NYS CODE / NFPA 13R f ROVIDE RESIDENTIAL SPRINKLER SYSTEM A-3 REVISIONS REVIEW SET 021042010 REVISED 02/11/2010 REVISED 02,/^26/2010 REVIEW SET N/13/2010 810 SE 07/12/2010 REVISED 07/29/2010 REVISED 09/10/2010 STONE CHIMNEY CAP qa,~', l~ `5(r_,7'wrsl J( rTW^ {js~`L 11 V1 O z °5/4X12 VERSATEX TRIM - w/12"XB"CORBELS VANA. CEDAR LOUVER A W a ~ H O a, W 4:H 4 CUPOLA - - 3-1/2"CROWN - - 5/4%B VERSATEX - - - -J'1XB VERSATE%= IB" PRESSD RETREATED - =CEDAR SHINGLE ROOF- RAKE BOARD f FTT7 a - ' I - 6/4X4 CASING - - - -l _ ----1XB VERSATEX - - - - SPLAYED BANDING H FASCIA BOARD- _ - 5/4 VERSATEX BANDING N3 0 EDAR BR TS ® - - 18CEDAR RE DIPPED I ~ 7Vd~'a I1 'J' y o~~4 4~:'q I . i ii r.: I;.Llyl u CEOA0. ® ~ ® 5-1/21' EXPOSURE llt k16,,1 ~t sq ~ II ~112I~il f l Il~ ~t~~ I W,n6/4X6 c: ,y'>~III'SjA~~iil~+tri klwl;l;i I~?l r~ I r .lia 771 1 n mat ® OyZ~ a~ TOP OF FIN.FL. Ef., 14A'__- III' II'i h,eli all~1la Iiil ,I I'i,l'~I'II'll ;ill lii,',F ~I lid illl l,1i 111 it II"I ll~ _ _ CULTURED STONE _ \C;,'i v w rl s 1; I ±,2P Lti=,..~,p < , h i, r~„ Fh?c LA: .r,.,{~ hq. ~o ~ °a ,p ~ TOP OF FOUNDATIOW EL 13.0' I, I r I I 4 - I- SOUTH ELEVATION SCALE: 1/4" = 1"-0" - W AVG. NAT. GRADE EL g.2' F4 U) V O UN r yf~~ '`~~~SC~y a ORAWN.MH/M5 SCALE: 1W=1'4" JOB Augum 20, 2010 SHEET NUMBER: PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-4 PER NYS CODE / NFPA 13R REV[ IONS- REVIEW SET 02/04/2010 REVISED 02/11/2010 REVISED 02262010 REVIEW SET 09/13/2010 RIDSET 07a2/2010 REVISED 02/27/2010 4'-11 W' 7'-p'h" -01k" 9'-Ti?" 11'-11 h 11'-11 We" 24'-11 'A" 8'-21/," fi'-t Y' 1'-4Y" 28'-0" REVISED OBA012010 12,_p.. 11._4, Ix RISFR - I11]%10 ACQ GIMEP TRIM BO 6X6ACO i01T R11/POIA. LAW' Mm" NONTINOED FPOM MOLTS (STALLFALI POfI'(IYPJ WITH WASXERl6Npi5 !y / GOE - S O `a tO ~ .G6 i5 ,"P/ y IS WIOE.I BELOW O POOREO CC NC fORffAM AIRs G~.. % DECK STAIR DETAIL 6'-11Ve' AT GRADE - - - - e^ DIA coec Plfa o Ia ~ ~I m yyv •.rz I`n ------•_-..M. 5'YEL000 Canoe mFl - - Lv GRAIN D ID(212M AGO GIRD YJ w~ 6-1 elsroc f 3 11 r mlf'ac I'cl A q" CONC. AY w/ OONF itt 6pMIN TYPICAL) ICAL) L) I' .1 1 of All n , •e WUW6ROlPfL00Mfif ._______a 0 4 L I'. N y°y v . b e^ BREEZEWAY (ABOVE) q"STAB OVER COMPACTEp Spll ' yv' , m '~4r o 31 I~ )PAVERS ON SUB) m GARAGE 5'- 11 u" 14'-0" f+~ ~ =1 193•-B'/." Ic , ' j a a , .9 y O O B h)Id/5%191ML AStI YFAM ....U -Q°---- - X2Z AEEL[OWMN 1X4NI/!"STEEL COLUMN j YAfEPUTE w/5%S YAfEPLRE ` w/ 0 ~n M50.®Rxl'i"WN[Ff4 #Am'b'%I'-9'CONC rT6 ~A IMIN 91..... kSRFBA0.®11"OCew IMIN4 WI;%655TFCL fAM w/° .uVQIIhV,(f1RFPLAYf',. 'WI3%65 fif BGMW p Sfif BEVAW WUN65 TEFL pFAM w/P)]XE.LATES WI]%65 fT[R TEAM w/P)]%B PUTff ^^0 y' pI3%P ~TF~1 ".I A6 ~~~NO]iL~CAitq~I '13 6P~UT~]~14~ML.A9~VF~ 1 11 ML APOVF 11"ML AYOVE : 3 N"MIMOV _ - - - - r' Ab 1 INf~ELW M1ILI00. TQ' ' , , ° f4^~~~RfAYddN ~ . jyy~ I° I _I - A, a F . . y A .,3,~..' v T8 - Iv Coo f L)1-3/9%14 Ir.. IML fLVSH BFAM S, cs 'c; fi' 0" 19'-1 Ph° 28'-0" i - ~ ~ 13)ld/4%14 ML FLVSN YFAM _ .o A B. 5 I 3 1). IT THICK POURED CONCRETE FOUNIDATION UNLESS OTHERWISE NOTE e). VERIFY WITH OWF I. VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND Q ` f 3500 p51. HEIGHT AT I0'-0" EXCEPT AT BREEZEWAY AND AT GARAGE. REINFORCE CERAMIC PRIOR TI WALLS w/ d5 REBAR p 12.OC EACH WAY, OTHER CONCRETE WALLS TO BE T THICK CERAMIC PRIORTO POURING SUB. I ;A© 9). PROVIDE 2.2%6A I. PROVIDE 2.2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED SILL PLATES I a). EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 ARE TO BE INSTAU w, : iX•. ven vmonPrm rn~ L.. " OFN.Y.5 RESIDENTIAL CODE WITH A BITUMINOUS COATING. WALE TO BE FIBERGLASS SILL GP { ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. I; C a n ~ ze COATED WITH'7UFF-N-0RI" WATERPROOFING MEMBRANE 0-BOO-3]9-296B). INSTALL PER MANUFACTURE'S INSTRUCTIONS TO ACHIEVE 30 YEAR WARRANTY. ( I=a I 10). PROVIDE 518" DIA 0). PROVIDE 51W DIA. ANCHOR BOLTS AT 3' 0" O.C. AND W/I I'-W OF CORNERS, ^ ^ s%sxl/Y';Afetmwmrv I e' eo 3). APPLY WARM-IN-DRI INSULATION BOARDS TO OUTSIDE WALLS AFTER MEMBRAN E INTERSECTIONSA INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A ~A MINIMUM 2" IMBEDMENT INTO THE CONCRETE, EACH ANCHOR BOLT ARE TO Q , , T WXUxi'GONC. ET4 1 'q, -I I IS APPLIED. BOARDS ARE TO BE 2-3/8" THIC(RID). REVIEW INSTRUCTIONS MINIMUM T"IMBI ds REYAa®lCONC.(MIN , Y) PRIORTO INSTALLATIONJNSULATE(INTERIOR WALLS WITH R19 INSULATION. BE ATTACHED TO N BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. , I S u 4).10" FOUNDATION TO HAVE 24"X12" (CONCRETE FOOTINGS WITH (3) k5 REBAR 11). PROVIDE 2 -1-3/4: 1). PROVIDE 2-1-3/4X14 ML FLUSH HEADER OF BASEMENT WINDOWS. B" FOUNDATION TO HAVE 1@'XB" CONCRETE FOOTING w/ (2) q5 REBAR. OPENINGS FOR W ( I : ' ( FOOTINGS TO HAVE 2X4 KEYWAY (T'YPICAL), ON UNDISTURBED SOIL OPENING SIZES W OPENINGS FOR WINDOWS ARE TO BE BOXED IN WITH 2X ACQ. VERIFY OPENING SIZES WITH G.C. PRIOR TO BUILDING FORMS PROVIDE AREA WELL -:S (MIN 3500XCAPACITY). AT EACH WINDOI AT EACH WINDOW OPENING. CD a ,'S II A AI I) S) PROVIDE 4" PERFORATED DRAINAGE: PIPE AROUND PERIMETER OF FOUNDATION. 12) DOUBLE UP FLOC ~U 2) DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE PROVIDE GRAVEL TO GO OVER THE PIPE, ON ITO THE FOOTER AND AT LEAST IO INCHES BLOCKING AT B'-0 BLOCKING AT B'-0"O.C AND MIDSPAN 0 , UP THE FACE OF THE VERTICLE WALLL. 3). PROVIDE SMOKE 6 Co DETECTORS AS PER CODE. DETECTORS TO BE 1 . . M B~ I n - - '---.L. 13). PROVIDE SMOKE 6). PROVIDE PRICE FOR INTER FRENCH IDRAIN SYSTEM ALONG INTERIOR WALL WITH HARDWIRED WIT HARDWIRED WITH YATTERY BACK UP. ' 'G n y i iet N1 I I ' eS (2) INTERIOR PUMPS (CONNECTED TO DRYWOLS OUTSIDE). FOUNDATION SLAB TO BE 5" THICK 3500PII CONCRETE ON COMPACTED FILL. II REIN FORCE SLABS WITH REINFORCING WIRE (TYPICAL). INSTALL In' EXPANSION A o JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. COLUMNS MUST ALSO ---'I'-----'SkSPIrz'sifEt COLUMN I ° L~q BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB. THE BLOCK-OUTS /Ix%u RnsE~uTE r`r1 fi B{• T COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS PORCH AND DECK PIERS: „a I ' ]w'kZ'p^%I'4'cONC. Sic. I fi• U•' OF THE SQUARE MEET THE CONTROL JOINTS. CONTROL JOINTS SHOULD BE NO A 16" DIA. CONC. PIER 36"X36"X12" CONC. FTG., 3' BELOW GRADE 15 R13eR a R^oC e.w.(MIN. Y) LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. MAXIMUM A 16"D1, 0 w ^ JOINT SPACING SHOULD EQUAL SLAB WIDTH. MAXIMUM JOINT SPACING FOR ~ 4. 1 4-INCHTHICKSLABISTOBENOMORETHANI6FEET. B 10 DL 13 10" DIA. CONC. PIER 24"%24"X12" CONC. ETC., 3' BELOW GRADE ^i, f (VM cam. .,ycpy-+l•~~. WI]X65 MEL MEAM w/(]13X!IP 75(31M MLAMVE ~ WO X65 STEEL BEAM w/131 ]%B PLATES (]I N'ML ABOVE C 10" DIA. CONC. PIER T BELOW GRADE I v . yT... r r L2" DL x ~ r • ~ n r ~ r .e a " - FOUNDATION PLAN i ~ eq TO SEPTIC 9°~P~4 "v o m r r ~ r • r ' s , r r GALE: 3116" = 1'-0' r o, Pi Jq I PROJECT NORTH TOP OF FIN. FL.: 1-' ~ + •Y i 1 ~ ~I r TOP EL. 14.0' U & P EI TAPER SHINGLES OVER STONE NE FLOOR SYSTEM ! ' ` S• FLASH AS REQUIRED FL( ED A}-11W, 7'-2" i r v r ,aq AI SLOPED GRADE (SEE FOt (SEE FOUNDATION PLAN) _ vS'S m 6 r (AWAY FROM BLDG.) - TOP OF FOUNDATION: ED efa FIINISHED GRADE: 5/8" dla. ANCHOR BOLT (2) EL. 13.0- (2) 2X6 ACQ SILL PLATE TERMITE SHIELD r I { III I L EL. 12.5' w/3X35Q.WASHER. NUT TEf N - ~1-I IIII L LLI ! III .c'•.`- CULTURED STONE SILL SEAL q U~ P,IIIIII 11!11111 JIM - •fi'. MS REBAR, 60 ksi A C -_-=irr0 •ll_"sw wER mMV'~cnu son III! -_~I~ N d; O ' 7 gg- -8" B'-0" •-8" 16'-2" 2-3/8" (R10) WARM-IN-DRI - ° M5 REBAR, 60 ksi ' L~ I;!! -=::IIII i°== ' ' I==1l~l- ~,li'dli! a3-t=n" INSULATION BOARD ° M5 1 m ~D 13 p48"OC E I IIII,_ Ilq ~ I 'I'4 li 'l I I~ II ' I I lu I I i t Li IIII i i I - I I~ I ° ASPHALTUM DAMPROOFING II~I~lil'il {ilI ~ a ~lil .-IO~'llr- II!~'Ifl r ;e'•--. ;B °-t MEMBRANE TO GRADE a E IJ ~ III aI Ili I~~ill 1 ~ llu = I IIII I jl~l III , I/2" PREMOLDED FILLER .B.'. 10'-5 1 2" 10'-5 1/2" 10•_5" 1'- i • Ida xIDA p T• A L. AT PERIMETER OF SLAB U Ill ~I I~, 'I I'I - - Q]%IOA[p GIRDER v~ NI]%IO A[p GIRDER 'A :B c~:•, 10" POURED CONCRETE ° %1 Af~L IR0~0. Ry Q O • 5j, 1.~.~. 5" CONCRETE SLAB N 'a =~111-.n1n I~"I It9-_. IJAi nco.1%. ~_G1. J~L2F14d50.~J90ER~~~.. `ry°+ FOUNDATION WALL 3500psi OVER T R10 OW BD. + J. T-O+h" 4~-11 3/4" a'A"rs D V v io / i s \ / e 6 •4 i[] i ~Aa~~01` ~p•i ~ ; - i PERIMETER DRAIN -?O r •Bi RI3XIO AQCQ GIMER -B~ ]I 11MCQ CIRO1P r (]IMIO ACGIX°E SRI]%O AC[I~IROF~ ~1B0 •-p'~B• µ PIPE (fYP.) v . v a-:'D~°P~n=%oAP~:'"`°~,- SOIL CONDITIONS ASS' L2O'4"r ARSE SAN qp~GRAVER5 REBAR,D50ksi ~7 nF (3l 1DITIONS ASSUME SAND AND GRAVEL BACKFILL WI' ] ~B . B BACKFILL WITH CLEAN FILL. ' 4 ~ ~ DRAWN. MHIMS SCALE B'-1111h" fl'-i Pf" 3'_B" 4'-5• --3FOUNDATION' JOB ON WALL DETAIL" August 20, 2010 SCALE: 3/8" ALE: 3/8" = V-0" SHEET NUMBER: PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-5 PER NYS CODE / NFPA 13R REVISIONS: REVIEW SET 02/042010 REVISED 02/11/2010 REVISED 02/26/2010 REVIEW SET 04/13/2010 BID SET 07/12/2010 28._0.. REVISED 07/2772010 - T-E 7._51A" 9._4.. 13._7. 12._0" 5._0.. REVISED 09/10/2010 12'-10' 9._i.. 0 ~i Cv3TOMTMNIOM ry)J"xl "%vJta°sronMwNVmvs A ~d~.~ 133 t3Ak1i~imbiCpdd.C's• l ~ AC UNITS ON CONC. AAR 3'DEEP %4'TALL N R"THICK ____"mcA)______ _ AR-RAIXE[E- USIOMI________________ _ F1 - ,1 \M1 `y`14 Y! ON ICRUN6 HEIGHT CROP I" = \y\ = -P-I = a 6 -0 8-0- - TY-11 We PLT HT F'S$y5'$,, T ^ p 41 L iL p o cFVM al c[oM ORncKErs lGUSroMI SHOWER WUDI4]3 ~ `N I r N ZC '-{F'T Cnr LaiE C~ Z¢ N +u 0 M3A1x CANT1 ER y I~ ry^1 WI3 HxYIA N H]YIA WUCH]N1R 'fi"%]'C"DOOR WUDH391R _ A0.HEp OPENINO R, I, 4 3jr1-3NNI HEAOFR 1 111 _ % 1d-3N%I , of I;HEAVE . WUpHT]612 fTOM iMN50M -WN - • ; (3114 /M61 ]/B 9 ML ` ¢3 HEADS = _ Ip GARAGE , ~in g._I•. -r4 1~ _ ~i ;off ",off, ' • ; "°t ~ I ~ - I m MUD ROOM 11 ~ ~ I I ! ~ 2' e' m I PRwmE Oanw enrv _ 1 n BREEZEWAY ~~1'; ' IYI 41 UNCE0. WASHER _ ~ I 3 0 3 1._ 7._51h" 6... ~ 3 SLOPE. TO ,It~ I I ' CEILING I - r o ~ wW o OI 6I UN ~I Izi EE OFFICE x r - AA r a b FH N, N V~ O •r r ~ ~ •r v~p. M O no ~I 26 r 3-0, RruN VEI F 6'.Y"%9'.V 1 J ~p t O ~ £ p ofaneWEl C~ naNelXeNm } m. ILL e MA2 9 c 2, II I I $ ARXFOOVENI £ I /I m I I I I 4 HALL N I+' I (3)1 ML HDR 'u nOF! RIpA4Ar COVEREDPORCH m /4XHEPLHOR r B^ `lam-",f r T94kA'IZi yuovel • (4)1 FTIF1111r. HERO 4• ems' (3)63/4%1! ML HEADER (3113/4%19 ML HEADER fir_N•• 15-21/4" TREH v3crclNC f-- 4y 12• O^ y - -9'°"%Y°" CA0.0.U6E HOUSE OH DOOR _ 9'-0'%9'°" CARRAGE HOUSE OH DOOR y, ~l Ilh ' I'rl III !I . `I~Tf _ : 1,'rf~,u !I!II TI it I!I '~i'L 11 eer ane r'd - U 3'CCEP%9'iALL%6'THICR PROVIDE DEFT 0 ONE APRON DF ml CECM 9RAC%EFS(NSTO. I w1 TRENCH TRAIN ITYPICAL) ' ®16a(IxEC%AB[NE) - ®16"IX `I 28._0.• 3 L3/4N ~I/4. LFL SEAM cu `.C'l 5•WIDEfTA1RJ 'N"F,r 19R a7 V., I6"OC. of A i i i N yyI I 1~I~ yL, i P illz g G yp Ig iexx u.a E -v] • i Q e ~I ENTRY 0 0 o i C~ -N- -LIVING ROOM,-'•~_.---_ _ _I~lo I 'Iio I~ °TON FRONT PORCH ~y ~ C7 {Iv i - - " " COfFERE~ CEILING n I' <~:OVE S~ ¢al TIE%CECKING i N 0 N i~ • ~~y ¢ xi i15 it I ]X CA, r G. COLUMN "P.) N U 1iG p5 i~ uuloMAi I. I o NN3WU:WAU _ i J 3..6. "D, 1311-3/4%ZI/1 ML FL YEAM Tum~ouAoVfl • VE[N MOVE) a PLATE ~ R CLOSET a^n136D B u i SEE SHEET A-74 ~I FORE%TERIOR RAILING ~3 n ]®1'°° p PANTRY je 'm ~ 9 m ED rN 4._70 3-11111 3._6.. I I 6r_0.. S ' - -i--•-HILT INS ' ]P 016 FL [OWMN Ml 9 ILT INS _ 0 0 m.ume..rnn '6^%RV FRENCI1p~0. 6X6 ACQ POST(M.) AA . } _w. m D 6111LT INS W.LTINS i ~ i• _ I(~11 P ~6 3A' M O N l . T I 1), PLATE HEIGHT AT 10'-9" UNLESS Or T 10'-9" UNLESS OTHERWISE NOTED. 0 a v E :2 1ST. FLOOR PLAN 2). EXTERIOR WALLS TO BE FRAMED i TO BE FRAMED WITH 2X6 DFk2 STUDS AT 16" O.C.. 7kQI v"~ ~I ®ly.pc-7 i SCALE: 3/16° = 11-Cf 3). EXTERIOR SHEATHING TO BE 518" i HING TO BE 518" THICK FIR CDX PLYWOOD. it ag V 134 R NLL P Ni p Q~ E I - 2 D HEADERS OVER ALL OPENINGS UNLESS 8 f; y NAME AREA 4). PROVIDE 3 - 2X12 DF#2 HEADERS I o~ I z C OTHERWISE NOTED. ALL OPENINC FED. . ALL OPENINGS OVER 3 FT. TO HAVE 21ACK STUD: ? m D Ob { ry ^ LIVING SPACE 8244.9 SG R. ON EACH SIDE OF OPENING. PRO' IF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE PC O . GARAGE 6951.6 SQ ff. MICROLAM HEADERS. DERS. 7'-2" - DINING ROOM; KITCHEN TO BE 2.Oe PARALLAM COLUMNS. ALL OTHERS TO W OMi SpM `i ENCLOSED PORCH 2$6,6 SG 5), ALL BEAM P0575 TO BE 2.De PARA BE 2x DF#2 UNLESS OTHERWISE NI :SS OTHERWISE NOTED. Q+ c 6). ALL EXTERIOR OPENINGS TO HAV PENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHET APPLICABLE. PROVIDE DEBRI-PROI )VIDE DEBRI-PROTECTION PANELS WITH FASTENING J.F 3' ]'0"Sip DOR HARDWARE UNLESS OPENINGS W -ESS OPENINGS HAVE IMPACT GLAZING. In (3113/1%IBMLM! 13111 I °/y °/y baR 0113AXH DSL 6i ADER D V PROJECT NORTH 7), REVIEW PLAN FOR STUD POSTS AI W )R STUD POSTS AND TEMPERED GLASS. ` M4Ah ' SCREENED P(]I3CH I' ^wus 301 n.us csl ~ ~ . Pnlcq Wusrd~iwL~[usmS~QXd. y1,13yr CUSTOM TRANSOM V[PI4Y w/MANIIMCNPf CDrySlRVRION• u Flo • u , al a•ENT PpcxErD ^.H A'1=1". plACJ`l=lTllFOr 3'-0" 8). INSULATE ALL EXTERIOR AND INT ;TERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 V - E (MARVIN) AND 2X4 WALLS AT R13. i`1} <VSiOM1lWJSOM GM- 0 AT R13, y_ 1 .1 11 N 3S e, 4.. iic < +9y WCMVF]n!x VS•Y µ 9). INSULATE CEILINGS WITH R30 INS IGS WITH R30 INSULATION. ALL CATHEDRAL IIrT~11 s' CARP a Arno %R^ re¢R SECTIONS TO BE PROVIDED WITH clDnR RR.RCxCrs lcusroml y SHEATHING AND INSULATION. AL PROVIDED WITH A V AIR SPACE BETWEEN ROOF ~ 4Cti Sf 4~i 1~ INSULATION P-B" FROM EXTERIOF INSULATION. ALSO PROVIDE 1-IM THICK FOAM N " FROM EXTERIOR WALL PLATE INTO HOUSE ON [r DF PARTS. p11C~ E e ~~y~nn4~%e am DECK - DECxING- CATHEDRAL ROOF PARTS. `,6 -L^1 TREX DECKIND 5' 0•' 3'-6" _ 10). ALL WALLS AND CEILINGS TO BE I ICI 1~1 m ~n BATHROOMS TO HAVE MOISTUR I CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK. HAVE MOISTURE-RESISTANT SHEETROCK U _po- P ~Q •I]x%IOHlADE0.. 6%a ACp POfT 1. p L1 I'll ~.A D / i^//P~WRACPED mPI'm 11). HIDDEN CLOSET IN CLOSET No.1 'IN CLOSET No. I (MASTER BEDROOM) TO HAVE ° /ay@.H4P ,I , I ]rcMLHOa.~`, 13 IdH%14 PN CONCEALED LOCKABLE HARDWP CKABLE HARDWARE. FINISHES TO MATCH WALL. 12). PROVIDE SMOKE & Co DETECTOI '.E & Co DETECTORS AS PER CODE. DETECTORS TO BE [YrtoM'IMNf ~ 113'3lp'X6'.31Q'IIOpM INGWIS Rh 7,,;1; I~r'1 III( 11I HARD-WIRED WITH BATTERY BAI /ITH BATTERY BACK UP. A *7;~~ RV'DIA F4 CO 2TDIA FP COLUMN PYV.I I N''^ P•`.l J,l/.l.~ l ' ti•'•//}` t ~lwrytcR /,`Y+ PD M6L 6% QP (IYV.1 • 3 SkibT1EA6TRR b•, DRAWN MH/MS SCALE: 3116"=V W 11'-10 1/2" 10 1/2" 5'-6" 3'-6" 5'-0" 3'-6•' J013 '+4~'aAr~'v .Au guet 20, 2010 7'-6 112" T-11" r K-11 1/4" 7'-2 3/4"' SHEET NUMBER: 4'-11Y" T-01/" 4'-11 3 4" 15'-7 3' 4" 8" •-6" B'-0" •-B" 16•_2„ 60'-W" PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-6 PER NYS CODE / NFPA 13R REVISIONS. REVIEW SET 02/04/2010 REVISED 02/IV2010 REVISED @/26/2010 RWIM SET 04/13/2010 c1D SET W2/20W REVISED 07/27/2010 REVISED 08/10/2010 108' 1UI" 17'_7.. 25'-1104' 4._6.. 23•_6'• " 4'-11 VY' 4 7'-0" 5 -Sh 4 6 3 -6 s' -o" li S-5' 3._5.. 5._6.. 7•_0• ] WUDH3]l] Di" F A -n ~aryryry POff ~ '4.Oy I '4 e~ Opp,` , rP A. L (FLOOR HEIGHT DROP) - a 4" Lq °T WUDH3]]6 WUDH3]]6 WIIG113]]6 MUT 9111- RATE HE16HPP ry ~•ea `ry a N i i i 2..DH3]]6 r O •-CATHELpA•iTIxN N M OP O PROVIDE DRAIN PAN 11NOFR WASHER F- 0 ] WUDH3226 WAWNMI i M WCM3]4R WKM3]40 WCM330 WAWN]R~••3139%119PML FL BEAM ._._._R . ' QL UYL _ HEI • ~ m\ la-n^PUTE GHT R S m ~ Ci ;'.iy m 3r-film° VIII 511 'VY -7. _ x . S.-o" t1'-BV_;;' O~~ e \I~ =L1 B O o b m m TRAYDFILI iO i 'I O 4 n P. ~~~~.4' 71 / Im h r 0 II -_ry~'' tl ! - - - - UNFINISHED ATTIC 2X6 WALL R II ILIVI l II ' o. o. ° 7t 16. l .m 5.. , ~~ROOM No 2 e L S" 6_41/a"' N . n 4 - TRAY CEILING LINEN a•.D. 6^ 3'rncH RnmNC 4'-3" 5'-71F" 4'-7" 4'-2" 3'-3" 4'-7" 5'-3' 2'b• .x O A o y I `~i BA H fl m N = e" q 1 o h 'e e 12'-7 h" nr' / 9'-0 c m 'G N 2V-4" < 9 s'. n" PLATE HEIGHT 9'II'MTE HEIGM 9'il^PUTE HEILI IT 4 $ ]'HILHRAILING ^ p WDpH3]]D~ W e.l,c rexwxmlx rmo rxoamE.~.m.a.N•n 1 ' ]4B3 WCM3]4E~ WUDH3]]D WCM3]9e nW yv I ~ .w.+rvn.rve.wlnm In mrF, N D 2'-5" to'-6Vn" 10'-WI" 2'-111h" -I 2fi' 4'h" o. 5'-6" 5'-3" x i rR ~ ~ 28. 0.. °o MNo mn gpe In - in I ea F!~ F S.6' tl n STAIR HAL aI AIR HALL O TO / 311. To N FELOW ' x IIR E - CATHE-DRAL': W ' o nw \ Cf14NG O d C~7 m n 9.1'. m dp i 5 OTHERWISE NOTED. [UC 1). PLATE HEIGHT AT 91.0" UNLESS OTHERWISE NO gin 12'_1" 6'_5'f• 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF dED WITH 2X6 DFN2 STUDS AT 16" O.C.. J ~ U rv 3• HIGH RnluNc 5/0" THICK FIR CDX PLYWOOD. Q O ~i j M 1 mil ''5'-7° 3). EXTERIOR SHEATHING TO BE 5/B THICK FIR C m - ^ 2'6 4). PROVIDE 3- 2X10 DFN2 HEADERS OVER ALL OF >ERS OVER ALL OPENINGS UNLESS F..~ i In • TRAY ENNLN O ry y OTHERWISE NOTED. ALL OPENINGS OVER 3 FT NINGS OVER 3 FT. TO HAVE 2 JACK STUDS PROVIDE 3 JACK STUDS ON EACH SIDE FOR ON EACH SIDE OF OPENING. PROVIDE 3 JACK _ • p o MICROLAM HEADERS. SC PARALIAM COLUMNS. ALL OTHERS TO ISE NOTED. s?~e[I~onuuf xueea ~ SH w 5). BE 2x BEAM UNLESS OTHERWISE NOTED. POSTS TO BE 2.Oe PARALLAM I 7'-o ° 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PR HAVE DESIGN-PRESSURE UPGRADES WHERE "oae3iommu lww~c mmm .IL n~IOOeWN41Mix, l1'1 QUILT IN~ ® BUILt INf YUILT INf APPLICABLE. PROVIDE us I ^ N 2ND. FLOOR PLAN HARDWARE UNLESS OPENINGS HAVE IMPACT PROTECTION PANELS WITH FASTENING ° GS HAVE IMPACT GLAZING. m • •VMNW~WvmRN+~14rtIN01i SCALE: 3/16" = 1'-0' uF,xenwmewwne d o = [o[rtwirveo~(GAi FIREPPWUFI 1 nP 7). REVIEW PLAN FOR STUD POSTS AND TEMPERE ;TS AND TEMPERED GLASS. 0 2 u m ® E B). INSULATE ALL EXTERIOR AND INTERIOR WALL )INTERIOR WALLS. 2X6 WALLS AT R19 Oa i NAME AREA AND 2X4 WALLS AT R13. c. P' C~p ro h{n un, ' u ~ n o^ LIVING SPACE 3220.7 SG 9). INSULATE CEILINGS WITH R301NSULATION. A 10 INSULATION. ALL CATHEDRAL m % rnu _ _ _ WITH A 1" AIR SPACE BETWEEN ROOF ap s "FUTURE MEDIA ROOM 543.7fgft. SECTIONS TO BE PROVIDED WITH AI"AIR SPA MASTER BATH SHEATHING AND INSULATION. ALSO PROVIDI )N. ALSO PROVIDE MIT THICK FOAM oQ n qcr R9 OF ~ M ,i§~~ INSULATION 1'-0" FROM EXTERIOR WALL PLAT ERIOR WALL PLATE INTO HOUSE ON 3 , o ~ 19'_9" ~e - I i~ CATHEDRAL ROOF PARTS. o u ICI; r 10j. ALL WALLS AND CEILINGS BE PROVIDED V O BE PROVIDED WITH 5/8" SHEEP ROCK. `gym ~ a PROJECT NORTH BATHROOMS TO HAVE MOIS ISTURE-RESISTANT ISTURE-RESISTANT SHEETROCK. W' 3 " ^ 11). HIDDEN CLOSET IN CLOSET No. 1 (MASTER BI No. 1 (MASTER BEDROOM) TO HAVE ~ i r ' ® I CONCEALED LOCKABLE HARDWARE. FINISHE RDWARE. FINISHES TO MATCH WALL. r r , r ` r ~ -mss 1 f (OI'C7 III m O 12). PROVIDE SMOKE & Co DETECTORS AS PER C( HARD-WIRED WITH BATTERY BACK UP. ECTOR5 AS PER CODE. DETECTORS TO BE r W BACK UP. li yJ U) /=N r r W HI]]] u , WIlmH3REe "onzexo mnwrv3ez" y ~FFu O Ln rn d ~ .s1TGfN ,ARE,L ;r !i ii i; mm -A E ,r D MU I?Tk T o I m ~ WuDH3W Is lob' 9 BY, 9•_212•_10„ 3'_0" 7'-QW' 4'-11 3 4" 3T A ISE TRAY CEILING rs~ ~ N SCALE: NTS S'y dP e ~ f x DRAWN' MFI/MS SCALE: 3/16"=1'- V~A JOB Fy August20,2010 BgEET NUM6EM PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-} PER NYS CODE / NFPA 13R a REVISIONS REVIEWSET 02/04/2010 REVISED 0241/2010 REVISED 0/26/2010 REVIEW SET 04/13/2010 BIDSET 042/2010 RENISEO 07M/2010 REVISED 0940/2010 N > Il A T%T%Iq"STEEL ANGLE SVPPCIRT WI Itl"CIA iHRV BOI TS wI WASHERS 6NVTf 12 Gq 9 ~ + [ ~.ks ?MI WP I !3 Xy. 12 V j 12 _ - o 777 R m +I+.y WAWN36f! TWV H2i]'1 WAWNl62A r _ _ _ _ _ Cr 4-sn •rT 9 ^ IR P L /4X11~]/p MLY m IP _ _ .i 6 ~ ~ i ~ -131 / I e WAWN3RRp I ® V A 1V0IL710 ML RIDGE • I'3/4X147A MLRIDLE S 1-3HX11-7q ML RIDGE i ~ CLIPOLA~ _ __TI ~t imoaa .16~ WAWN3yf %1O 'k-Ij RMME0. ' - JAL/. rW n, - - I`~A4 I I P~~A - V1 I r' I 1+ I I '4+M1 f r• I-3H%114/0 ML RICLF • u s w a r m i'i M1 P _i 13 J• 9 ly U IIRI ]%lo DflYl IuO a ii DECK ~ a ,a" ~ ? I~ I I y Olfw ~ I ~ tl TTW^ o VI r i ' ' ~ -'OBL: 0.COP RRR[k - c m r _ - - - - N 0.I 'E 9 CKET 0 ® I I _ O 1] ME0. Id/4M11-1/A ML RICLF X 11-]/9 ML HIDLF #10 1312%IC TRIMMER 12 12 - - - li, A - - DECK m - p c 7'c q~Ila/) - °°`R°°` EYEBROW DORMER - ' n V G l L e v1 I J 1„ 9%IO TRIMMER •w L119/ I'LL RICLF Y 15 a " - 4 /IJ4 V ~ ~ CVRVE° W\FTERf - R~ r N IRIY. LL r a O c A ii r v r w ii 9 O DOUBLE ax yq MMME0.5 COMMON y\ / DO HLAWR EAD[R RAFTER Y DBL ROOP MFTE0. HOUSE O PITCH HaWk FRAM I EIGHT (2H CURVED • ~I Q RAKERS AC PLYWOOD io 4 12 ~ ~ ~U+ tl DECK 0 y U 33/4'fR PLW000 j 9~ L 3/4'F10. r+ 13!]NIOTQIMtER. 2vfi ffCWA=L R \1UINDOWfM f fLYWOD° F HEIGHT (1 FRAMING COMMON RAFTER O i °v nee'°A•'oC~ WMLTOP MATCHINLRADIVS n •T L WLM E0. f MIOTRIMME0. C ~C ~.[nr•~'. _ PLATES (MATCH WINW ri _ yw•r w p 'r (]I ]NIOTRIMMER •~~~~~~a^r~_ VVHT, R~s- H°VfF - fOfflT WALL P I WALL SIDEWALL fN°5 sTUOs HEATHENL 0 r NOTES: G Window frame curves should match window radius. Franc to be made 2x fir with 3/4" think plywood Id 1X 114 A ML 10LE screwed In securley an both sides. Window frame mounited In place between rafter trimmers. Provide bracing as needed. Rafters for eyebow to be at 1211 o.c.. 20 gauge strapping to be attached over all o m Ti~ ~ C W it intersecting areas. Use 2 layers of 1/4" AC fir plywood sheathing over curved rafters. (Plywood should 1. 4 L LE I OR ~Ic be ripped Into 16" wide ships for easier installation). Stagger all joints between layers. Plywood to be Cr w d Z; fastened to rafters with 1-1/2" (min.) stainless steel screwEs at 811 o.c.. Use Ice and Water harrier as roof underlayment. Underlayment should continue up to roof' plane. Overlap underlayment so water travels - - In a downward direction. Trim out eyebrow with clear celdar, primed or sealed on all 4 sides prior to _ ~ p~vrlaTam a ~ 1~ oet. Raor aArrEa ~ M Installation. Insulate rafters with rigid foam board with foil on both sides. 1). INSTALL 2X8 DFN2 COLLAR TIES AT 48"O.C.. 2). APPLY 3/4" THICK FIR COX SHEATHING OVER ROOF FRAME. ~ ~aS3 3). ROOD TO BE PRESSURE TREATED RED CEDAR PERFECTIONS. CEDAR SHINGLE RODE INSTALLATION INSTRU ( LLATION INSTRUCTIONS: nti I x ~ I - - I 4). ALL FLASHING TO BE LEAD COATED COPPER. ' Ij INSTALL SHINGLES PER INERRE 10NS YY THE CEDAR SHAKE AND 9) , BUTTS OF SHINE 9) , BUTTS OF SHINGLES IN THE FIRST COURSE ON ROOF SHALL PROJECT " SHINGLE FORMAL, II/)"FROMTHE 1.HEI FROM THE EDGE Cl ROOF EAVES TO INSURE PROPER SPILL INTO GLITTERS AND APFRO%IMATELY I' AT GABLE AND MARE EDGE. Jyt-r- 5), GUTTERS TO BE LEAD OR COPPER HALE ROUND VERIFY w/ OWNERS) GUTTERS ANDA J2 1 31. SHTHE AKES CONTRACTOR SHALL COVER ALL 0.00E SURFACES ES WITH CERTI THSPLIT IB) [SRTILMDE SHINGLES SHALL BE SPACED APART NOT LESS THAN 11C, -b' - 6). ALL WASTE PIPES (NEW / EXISTING) TO BE PAINTED GRAY. CEDAR SHAKE s SHINGLE BUQinus OFFICIAL GRADE MARKED ABEL IBI NOR MORE rn - NOR MORE THAN 3/8- 1; USE 14- RED CEDAR MI PERFECTIONS. 3134:12 PRCH: MAX EXPOSURE III ALLSHINGLE HII 111 ALLSHINGLE HIPS AND RIDGES SHALL BE OF ALTERNATE OVERLAP TYPE APPLIED AT THI SAME EXPOSURE AS FIR' OF ROOF AND WITH 7). VALLEY PLATES TO BE SCREWED TO EACH RAFTER. USE TIMBERLOK194"SCREWS TO EE 4-1/4".4:12+ PITCH: MAX WONDER 10 BE 5dN\ TYPE PPLIEDA OR 3/8" GALVINIZED LAGS WITH WASHERS 4) INSTALL L PAID LONG D, NAIS LONG ENOUGH TO PENETRATE INTO SHEATHING AT LEAST 3N" 1 M<Hi S11 STEEL ANGLE /WASHTw/ USE 5/9' THICK APA RATED FIR COX SH ATH NE REQUIREMENTS. IS) SHING ES EXTE1 111 SHINGLES EXTENDING INTO THE VALLEY SHALL 9F SAWED TO THE O PROPERMITFR, DO NOT LAY SMINGLUVATH GMIN PARALLELWITIi CENTERUI, NOTE: DTDryPICA0.LI THRLLEOLTS wWASHER54 NUTS PROPER MITER PROVIDE 100amp SERVICE 51 CONTRACTOR SHALL APPLY ICE&WATER BARRIER ALONG PERIMETER. ON THE H 51E THECENTERUNEOFVAVEYS ALL VALLEYS SHALL BE INSTALLED WITIi SHINGLES LAPPING THE VAUUN FLASHING NOT LESS THAN 7 VALLEYS AND I EPS INSTALLTYPE 30 FELT UNCERLAYMENT .11 SHINGLE 6 AC DUCTWORK FOR NO SHOULD TER I ON EACH SLOE ON ROOFS WITH LESS THAN COATED COPPER OVER Y SHOULD EXTEND E"'NEACH SIDE E INDCOATED0"1 FUTURE USE 61 FUSE LOYD LASHING COATED COPPER CHIMNEY FI-ASMING CHIMNEY 3. UP TF SHALL LL EXTEND U THECHIMNEY TOO A HNDoCHT NOT LOS LESS THAN THAN ICE ATER I I TEARRIER. SHEEIS 'HALL U SHALL B BF [FNTERLRIMPIFDFD. a MINIMUMR MADE"' INIMUM WIDTH. N V 3 d 'T 3, UP TO APOINT EQUAL N HEIGHTNE TO THE DASHING MINIW MINIMUMWIC F ON THE CHIMN5LOPE CHIMNEY E NEVER LESS THAN HANLD IN T THE SHIN SHINOIE or THE 131. NAILS SHALL BE DRIVEN FWSH BUT NOT SO THAT THE HEAD CRUSHES PLACED ' EXPOSURE (ALL EXTEND SHOULD B B APRON 131. NAILS SHALL BE q k COUNTER RING METAL SHED ROOF. WHERE SHAHEEXENOTO IN v, PAINTER). E OF THE WOOD. 11 GE THE SIDE EDGES Op T SHINGLES AND APPR' ABOVE APPROXIMATELY THB WOOD.IHLYfTHE SHINGLES AND APPR OXIMAT XIMATLELY bl/TY 1112' BOVE FQaa]iii THE OSHEDROOF. SADDLES CRIC CRICKETSETS ARE FORMED IN THEBSIDE USE EDGE I THEBUTT UNE <k .r ; BACPSWE aIRMINVESS, CURVES OR SIMILAR THE BUST UM OF TI IF FOVOWINC COURSE. 3'M3'%V4'9EELANOLESUPPORTW/ 1/2' OIA THRLLIOLTS W/WASHM NUTS THUMPS TSTURRFAC6TTIEY 11A SHALLBECARRIEDRRIER NOT LESS LESS THAN DER ERTHEHE SHINGLES STEP 141 STEEL SHINQE Ip T CONNECTION WITH SLOPE. WHERE VERTICAL SURFA OCCUR IN N] EACH SHINGLE SHALL BE SECURED WITH TWO NLL-DRIVEN. STAINLESS STEEL FASTENERS TYPE 3D1 DA 316) V (ryPICAy m15LOPES.DORMERER FLASHING5 SHALL LL RN V 3"UP STEEL FATTENE'. ' e CONNETHIS UNDER HE HEAD IING PAPER AND 3"1 CRI20NTALLY WINDOW CAPS FS 15) CC TRACTOR MAY USE STAPLES Af ALTERNATIVE TO NAILS STAPLES 1 v AND OTHER PROJECTIONS AT POINTS WHERE RAIN WATER ACCUMULATES 15) CONTRACTOR BE STAINLESS ~ r~Rb'%R/Hr D BE STAINLESS STEEL MPE EDF OR 3161. MINIMUM CROCUN SHALL BF W NO LOS THAN 6"N I ALL DIRECTINSSAN SHALL BE INSTALLED TOLAPO 7O6'HORROF 7/I6'HORISOMA4 MAXIMUM 3/4^HORI2ONTAL STAPLES DRIVEN IN ~fy THE SAME LOCATION AS NMLE RELATIVE TO THE SIDES AND OVERLAPPING DULD LINE STAPLES SHOULD RE LONG ENOUGH TO PROJECT NORTH RC ROOF PLAN w NrF MD SHIED WATER TO THE SHINGLES BELOW. PROVIDE FLASHING ALONO THESAMELOC EAVES MPICAU OVERSAM NO _ EBNER=IN' PENETRATE INTO THE SHEATHING AT LEAST 311 OR ALL THE WAY VERY THROUGH AND DRIVEN C USH WITH I HESURFAC!OF IHE SHINGLE. n~ so j 31. TACK D(OWN CEDAR E0.ATHER ONE JACK (OR NAIL) APPROXIMATELY EVERY THROUGH AN SCALE: 1/411 _ V-0' 3 SQUARE FEET IS ADEQUATE.INSTALLWITH DIMPLES DOWN TO PRESENT T 16). CONTRARORTOVEANDINSTALL VENITLAMILEE DS THE FACE SIDE AS THE NAILING SURFACE DO NOT UP LAYERS OF CEDAR 161. CONTRACTOR BRATHIER EACHCOURSESHOULDBU AGAINSTPRWIOUSCOUMEWDRK SHOULD BE PR 'DRR RD 9E PROVIDED D AT ROOF OF VS) VENTILATION AS ATOAGLENOf P SHOUD IL ON ON RELINOITH USING AMC ROOF VENTIUTION WELL ION OR OR PIRCHULANNYTHE { J,f FROM FASCIA TO RIDGE WHILE INSTALLING SHINGLES TO AVOID WALKING ON ROOFS BY DIRECTLY ON CEDAR PREATHEU DO NOT INSTALL ON WET OR DWP SURFACE RIDGE DORM INFACE RIDGE ENTIUTION DESIRABLE (SEE FEDRAT DRAINAGE AGE 4 PUN FOR MP SHINLUES SHALL RE AT LAST DOUBLED AT ALL EAVES PUN FOR MINIMUM OR MINIMUMM VENT VENT REQUIREMENTS). e DRAWN: MH/MS ®A I SCALE: 3116"=1'-0" ..172. I? "I F.f loo a: 'XI AugOL 20, 2010 SHEET NUMBER: PROVIDE RESIDENTIAL SPRINKLER SYSTEM A-8 PER NYS CODE / NFPA 13R REVISIONS: REVRWSET 02/04/2010 REVISED 02/11/2010 REVISED 02/26/2010 12 REVIEW SET 04/13/2010 9D BID SET 07/12/2010 RB015ED 07127/2010 REVISED 11140/2010 13/4X11-7/B ML RIDGE 0 12 2X/ORR IZ ®]sbC. Q3.5 2X8 CJ 16"0C AMM? MAMMA ML BEAM L BEAM 2 6.OC 4 ? Zµ10 RR 2) 7-1/4 ML FLUSH BM. d,)2Q R 4 i 2 47 I2 12 OD ® 3' HIGH 9 ro D9 ® RAILING SUBFLOOR VJ pUILTOUTSOFFR _ _ _ _ _ 3 4" SUBFLOOR _ U O U - 14"711560 FJ®16"OC fa)11-7/B MLBEAM Yul up.FFR 14"TJI560 WOOD-I Fl p12!"OC eoi~rua soFFli ear ua soEDr y.~ Fp Fi'i CG I ® 20" DIA. W a /1 O jD F6 COLUMN I O U 5/B"TYPE-% Ia_ FIRE RATED SHEEFROCK ON WALLS AND CEILING 3 4" SUBFLOOR Al- m - - - 14" 711560 FJ ®16"OC (3) 2X72 ACQ GIRDER R. 16"CONC. i • a PIER SECTION B-B 5" THICK CONCRETE SLAB (3500psi) 12" PC 2" PC :ONC. - ~j' SCALE: 1/4" = 1'-OFF jiaf (PITCHED 1/4" 9'-0" TOWARDS OH DOORS) a CONC. REINFORCED w/6%6 WWM OVER WALL VALL COMPACTED GRAVEL (MIN. 4") n IT PC CONC. WALL >y •i0 ? m DAMPPROOF EXT. e~~~ ' UNDISTURBED 24"%12" CONC. FTC. C. FTC. Q~ 4. •36"X36"X12" SOIL (TYPICAL) 2X4 KEYWAY DAY CONC. FTG. :•c (3) 85 RESAR BAR rE 'j b .•i 7A/4%114 .v CONC,SLA3 ML RIDOGE SECTION A-A l %.G.• r SCALE: 1/4" = 11-011 24"X12" CONC, FTG. 2X4 KEYWAY (3) N5 REBAR h 0 ~U 2X9 DFk2@*VOC . ffil O 1 i~ 0 r m N 314" SUBFLOOR ~ ~ v o m IA/4X11-7/E ML ®116"0[ 2X10 CJ @160C o 2X10 Cl ©1600 --I - t w~ by IFM= 0 0 I m ~u 3' HIGH RAILING EPDM OF 3/4" 1 _6.G EXT. GRADE SHTG. (3) 14" ML FLUSH HDR. 3 4" SUBFLOOR ACQ TAPPERED SLEEPPERS M - - 47 11-7/6 2X10 DFM2 p16'OC 14' TJI560 WOON Fl W&OC 14" TJ1560 WOOD-I FJ ®12"C ML HFEADE bib Rul 3/4" SU3FL00R 3/4" SUBFLOOR 0 WOOD-I fJ ®12"OC ADER 14" TJI560 WOOD.IFJ @WOC 14" TJ1560 WOOD-I FJ 916"OC 14" TJ1560 WOOD-1 N @12" ' auuramsmer _ _ F SO WOOD-1 FJ ®12"OC C`~J FTI V7 ® /Ziil J) O -It m FT-Q F-M I 0 F m TERMITE SHIELD In ® (2)2X6 ACM SILL PLATE SILL SEAL 3/4" SUBFLOOR 2X8 ACQ DJ 16OG _ - - (3) 2X70 ACQ DR , 14"711360 WOOD-I FJ ®I6"OC . 5" CONC. SLAB Y CONC. SLAB REINFORCED p o CONC. PIER e, a 2" PC WALL REINFORCED 1 apps ._I e ,,w S 4 24WX' CONC, FTC. p* O • 36"X361X12" I CONC. FTC. 2X4 KEYWAY DRAWN: MH/MS 7 _ SCALE: 3/16"=1'4" m v 12" PC WALL (3) k5 REBAR t JOB DAMPPROOF Augua 10, 2010 4e SHEET NUMEER: 5" CONC. SLAB ,NC. SLAB SECTION C-C > 24"2X4K~AFTC. SCALE: 1/4" = V-0" (3) X5 REBAR REVISIONS: REVIM SET 02/04/2010 REVISED 02/11/2010 REVISED 0 9 /2 62 010 REVIEW SET 04/13/2010 BID SET 07112/2010 REVISED 07127/2010 REVISED OEADY2010 Y3/4X14 ML RIDGE 11-]ML RIDGE d a~/o X~O Opp 2a oF~, aR R R ©~6a 0 11-7/13 ML RIOCE I~ 314" SUBFLOOR 3/4" SUBFLOOR 1-3/4X11-7/e ML ®16"OC p E"~ H x F~ O Pr MCI ~ ~ III®~, IIi A 4 EPDM OF 3/4" T kl0 kq °1s"QC O A EXT. GRADE EHTG. (2) 1 " M 3 4"SUBFLOO0. I ACQ TAPPERED SLEEPPERS 14" TJ1560 WOOD-IF FJ ®12"OC 2XII CJ 9160C 2%10 DF#2 ®16"OC 14" ML F-LI W (4)11-7/B 13114" ML MLHDR BEAM -AM BLOCKING (4) it-0/B Qi (3) 1B ML 16" DIA. ML HDR. ® ® BEAM COLUMN I b 20" FO COLUMN 20 FG COLUMN w/ 6X6 ACQ POST w/ 6X6 ACQ POST Q~ C/] _ o a o 3/4" SUBFLOOR 14" TA360 WOOD-1 Fl @12'Cq 'I 2X6 ACQ DJ @16"OJA (3) 2X10 ACQ a4n GBOER n 36"X36"X12" a Q' C7 6"CONC. FEB. 36"%36X12" A F a CONC. FTC. . 12" PC WALL CONC ETC. Y~ n1 U '.4 m r e DAMPPRROF q~. 5^ CONC. sue SECTION D-D '.i . SCALE: 1/4" = 11-011 24"XIT' CONC. FTG. 2X4 KEYWAY 0 i r m ~ F ~ v o m 0 a v ~ ~ g~ 2 7 ~ x v v S ~l 1 I t t~ t r t ~ 't( I ti t( s t 1 wj I,1G STEL I ~ GR.&V Gw~RNUm 11~~ y 1( U u llbC I1 / l1 4 / ' WOOD Ews w/ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL y )z^ it WASHERS V ao Lx^oc. f _ I- I - AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ~ I 1 - EN" APA PLMOOO I I I 1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1V 11 ( I ` 1 I I / SHEATHING AND MAXIMUM PANEL SPAN OF 6 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO .km P 1 /II I 41 t 11 I S1 1 SI / 1 t' 1 t ~i RATED SHEATHING 1 /III 1 I I~I ~ H COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE DESIGNED, REFER SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL GPM]E LVNg00 1 I / I II lI 1 I ~ I 1/ fALiC'PNgTMVE; ]llfi'G.S.B.) ~ t 1 ' CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION N FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. , GRAD EKgTE05ryEP1HING y'Ty' ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. GRAD AJl E: U (ALlEffl1TNIVE:)/1G"G.S.B.) ~ ti~ I~ U tx~orxx sruos t t t t YSO FO SIEEL I l ( l 1 w SCRENVS wl OR G&VANIXED l ~1 l 1 1 1 \ 1 WASHERS 9 ww/ t ( _ t ~ I t ~ I ll"O.C. WDNDOW SOL 110SNNLESSSTEt I I II TYPICAL WINDOW AL WINDOW OPENING I ORGALVMUEO + j ( y III ill (LESS THAN 4'-0X8'-0" THAN 4'-0XB'-0" OPENING) WOOD SCREWS IT O,c, ql7 Z f f WASHERS I T` , i \ I ~ ~ ~11 iv MOMPLE RL"OOD ASSEMBLIES TYPICAL DOOR OPENING ].x DPxx STUDSOONNEMD TOGETRER W H GTA[NLEGS STEEL (LESS THAN 9'-0X8'-0" OPENING) DRAWN. MD /MS Ian ~',1)"'W`f r> ° `c r ° SCALE: 3116"=T-13" OR GaV NMD BOLTS W1 WASHERS AND NIBS @ T-0" D.C JOB Augus[]0,?016 TYPICAL MULTIPLE OPENINGS ep SHEET NUMBER: (MORE THAN 4'-0X8'-0" OPENING) x,~'~a.U y ~GY A-10 REVISIONS REVIMSET 02/04/2010 REVISED 0241/2010 REVISED 02/26/2010 REVIM SET 04/1312010 RID SET 02112/2010 REVISED 07/2)/2010 REVISED 06/1012010 1-3/4X14 ML RIDGE l 11-7/8 ML RIDGE x/oO 10 F Fy2 RR ~~b+22 9A1ry ]6Ct. __2XB COLURTIE®4B"OC zi:l ® 11-7/E ML RIDGE ULU O I~ (~l9? 314" SUB FLOOR EYEBROW EYEBROW 11.718 ML 916"OC JI- 11 M~Hio V~ ® 11/"11 ~m O FIT m 3' HIGH RAILING W 1C EPDM EXT. OF GRADE 3/4" T66 SHTG. ? ? ? ? ? INSULATE IN CAVITY /O rwE, A W zX70 7R z 0 ACQ TAPPERED SLEEPPERS X16" o\ 2X8 ®160 F \ l 3/014 ML ®24" CC ~ w (PARTIALLY EXPOSED) ML L HEADER (4) D4/a ML HEADER ' rml i 0 20" DIA. FG COLUMN 20" DIA. FG COLUMN W/ INS 6%6 TO HEADER I w/ 6X6 TO HEADER l~ i. TIM Willid a~ i 34" SUBFLOOR 3 4" SUBFLOOR 2XB ACQ DJ 9I6"OC (3) 2XIO ACQ 14" TJI360 WOODA FJ 916"OC Ili DE0. :e 4 FJ ®i6"OC 11 16"CONC. %:w 1011CONC. O o'r 'pi PIER PIER I bb ¢ x ca F I Z u- • . 6CONC. PIER ri 1i r! .r .r i+J °vU • 36"X36"X12" 36"X36 %124"X24"X12" r, CONC. FTC. CONC. FTG. CONC. FTG. p~ 12" PC WALL DAMPPROOF .E SECTION E-E 1 3" CONC. SUB SCALE: 1/4" = 11-011 r 24"X12" CONC. FTG. 0 (3) k5 REBAR m G ~ v a rn vo~ ti [v O o a w ~ 3' 0 ROOF VENT 0 ROOF VENT 3"SPOOF VENT W0ROOFVENT LAONDPY PM. PATH No, I E EE MIT U 2 3 MA4EP 44TH 1114 1114 1112 1111 1114 4 11 114 1 112 1114 114 1 112 1 114 1 114 1 114 1114 1114 1114 Ifa t ~ v 61NH WL, LAV, WC LA . WC -AV LpV. LAV ER SHO ER 4H ER SHO ER SHO R WM. SH0 EP w oP nm TH OR ATH OR ATH OR 14TH OR ATH 2 2 CO D 1114 GO. 114 2 O. 12 1 114 C.O. x 11 vz 2 t 11z CO. s 1111 IGG m 0 14 9 2 3 3 U~ y O m d MILD 0.o0M gTCXEN FEE] ll1 EATH N H 1114 F nu ,In 1114 114 1114 1114 WL LAV SINN IAV. LAV, SINK SINK S^ D.W. O.W. f.A I. SH EN OR AIR M U~ 12 R 1112 1114 114 2 IC.O, GO. R 11P GO. 3 CO 3 3 3 4 PLUI SEPTIC SYSTEM PLUMBING SCHEMATIC TD NPROVED SLOPE" 1!4" PER FOOT PITCH TO DRAIN HousE TEM TRAP 4~ a '=4~ DRAWN: IvIli/MS a SCALE: 3118"=1'-D" r 1`' iont N.T.S. AuBut10, 5010 SHHET NUMBER, A-1 1 RRV[SIONS REVIEW SET 03/01/3010 REVISED 02AIROID REVISED 02/26/2010 REVIEW SET 04/13/2010 BID SET 07/12/2D10 REVISED 07127/2010 REVISED OEA012010 13/4X74 ML RIDGE 1.3/4X14 ML RIDGE 1-3/4X14 ML RIDGE i ]X10 DFd] RR@16"OC lc;i r~l Kr~~ 2X8 p4B"OC Ell L 0 THIGH T^^ t/1 (3)11-7/e RAILING ML BEAM 3/4" SUBFLOOR 3/4" SD BFLOOR - - - - 11-7/9 ML ®I6"OC 7/8 ML ®I6"OC 17-]/8 ML ®Ifi"OC ITT^~ VI /O O a fn m C0 .Y~ W O W PARTIALLY CLOSE OFF ~ (2)1-3/4X14 AND INSULATE ML BEAM Qi U W rn 14" TJ1560 =OD-1 FJ ®12"OC 63 X ML 24"OC 14" T11360 WOOD-I FJ ®16'OC I Q~ L/] O ® 3) 1-3/4X14 ML (3) 1-3/4X14 ML w/ (2) 3/4"STEEL PLATES ~r ~ C7 3/4"fOBFLOOR 3/4" WBFLOOR W 14" TA360 WOOD4 FJ @16"OC 14" TJ1360 WOOD-] FJ ®I&CC 2X8 ACQ DJ @WOC 77 )c 2X10-? (2)2x10 (3)13/4X14 ML 14"TJI360\ 14" TA3W WOOD-I FJ ®12"OC (3J 2X10-? A~ A~ O '.i 0 •p5 10" CONC. 1 PIER F~1 t' 24^x14^x12^ CONC. FTC. FZ 12" PC WALL p~ IDAMPPROOF 0 'pti r 5- CONC, SLAB SECTION F m F v o -ION F-F y x tan SCALE: 1/4" = V 2,TX12- COPMC~. FTQ, :1/411 = l1_011 2X4 KEYWiAY w ~ ~ c (3) #5 REBMIZ w o v, y ur~ vv ~w3 w Town of Southold GENERAL DRY WELLS NOT BE USED WHERE TFIC COME A F ssment Form SIGNIFICANT RISK MR. BASEMENT SEEPAGE OR FLOODING CAUSE SURFICIAL L STORM WATER MANAGEME1 FLOGGINGOPGROUNOUNDWATER. ORINTERFEREWITIWITI 1119 U UISU0.FACE kGEMENT DETAILS Erosion, Sediment & Storm-Water Run-off Assessment For Property Location: S.C.T M. # THE FOLOWING ACTIONS MAY REQUIRE THE 51,13MISSIO IRE THE SUBMISSION OF A C U0.Y WELLS OPERATION OF S SEWADEDISPOST ELOCATED AND (EMMOURED SURFAC WHEREFRETHEMCONSTRUCTION N.T.S. OMPAC HESOI NOCONFIGALLY,A 1000 xx .9 X. STORM-WATER, GRADING, DRAINAGE AND EROSION CONT a District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF N JD EROSION CONTROL PLAN N THE STATE OF NEW YORK WILL NOT CMPACTT 5016 BELOW DIE DRY WELL FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, OE00.E51111[TON.O0.DINAN[F, OR OTHER DRAIN PIPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .et 4 LEGAL MEASURES THAT PREVENT ITS NEGLECT ADi ALTERATION, AND REMOVAL f DOWNSPOUTS THE BOTTOM OF THE DRY WELL MUST 9E AT LEAST2 FEET MOVE SEASONAL HIGH 7FM-M GRAIN R"R' 1/11 SLOPE GPM 11* WPE GPM Item Numlasur (NOTE: A Check Mark ( X) for each Question Is Requhad for a Complete Application) YM No F WATEpINLE OR BEDROCK AND BE M LEVEL AS ?0551.0 TO UNIFORMLY LETTERSIZE ROOF AREA ROOF ARIA DIAAMETER OF ROOF AREA ROOF AREA GRAIN P6 DIIRAIUiE RUNOFF INFILTRA110N DYER SU9GMDE SQU (INCH) R111F BEOPE RE 1/P SLOPE RUAVIR(IN) SOFT LPM OIAMFEQ a`M "A., I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l 310 410 R LOBE I6 3 CONSTRUCTION: 76- a la- 1 1 ! Will this Project Retain All Storm - - site? 1:1 a FORDRYWELLS. PROTfRION OF THESUBORADE MISS FROM COMPACTION By q RO 1010 2OF, 1971 IB 4 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING M VITAL. 7,- -4 2-2 -Water Ran-Off Generated by a Two (2") Inch Rounfidl on Site? - (This Item .111 Include .11 ru.-Off,raded b,,ItC clearing and/or .C,t,.dioM activities a, wall A, .11 Site 13. Improvements and the permanent creation of Impervious surfaces) e? She e ell all BACK TO ITS CONSTRUCTION. THE AREA TO BE USED MR THE DRY WILL SHOULD BE 3 IMO 1160 3 3910 131 3 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STMORM MATERIAL 6 1990 2790 4 6980 ZIB 7 -6 107. 15100 16GE - 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Stin & Location? FROM COMPARING THE SUBGPADE fpILS, DURING DRY WELL CONSTRUCTION. PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBLRADE SOIL COMPACTION This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flqwl aetion? x U Con owl AND SEDIMENT CONNAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 11 LIGHTEST PRACTICAL EXCAVATION'UIPMBNT ALL EXCAVATION EQUIPMENT SHOULD IL'`I\ GU17ER - STANDARD Se BE PLACED OUTSIDE THE LIMITS OF THE DRY W&L I\ TO HELP PREVENT 50MGRADE SOIL CONTAMINATION AND CLOGGING BV SEDIMENT. N.TESi 3 Will this Project Require any Land Filling, Grading or Excavation where there Is a change to the Natural the Natural ~ x DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL All OTHER CGNSTRUCTXN SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1) EXECIRD.11 Existing Grade Involving mom than 200 Cubic Yards of Material within any Parcel? A). Go WNEGUN INSTALL)MON UN~L SUExhNNM`ES HAVE BEEN PROPERLY PREPARED TEMPOMW0' OR PERMANENTLY DRAIN TO THE MY WELL ME SEAS USED, THIS DEIAYEED CONSTRUCTION EMPHASIS THE NEED AS DIXMRED MWE, TO CORDON ROOF AREA: 6612.0 $Q. FT. 2) PREPAM7011: 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of x OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQW PMENT AND MATERAL STORAGE DU RING OTHER 579 CONSTRUCTION ACFVDLE5SIMILARLY, AT 100% WATER RUNOFF: 1104.2 CCU. FT. / A) CLEAR URJ`ACE~OR0JGIH-YPR'ORTOINSI7AULKIION Five Thousand fS.000) Square Feet of Ground Surface? 0: PREPAB SURIA ~USNGMMO~~MMMNMDOYTHEMMUFAMUFOR USE OF THI DRY WELL AS A SEDIMENT BASIN 11'RONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOOED REA MINIMUM OF 11-~ ACHIZINO= BE F'ISULTS FOR THEMBEi UNDERVE Peculiar CONDMON5 is the a Natural Water Course Running through the Site? Q. PAINT ODNCEA~D % SUPIPACED ANDSURPACES IN CXAIDAC7 VICII DROMILAN 5 3 or Beacht 13 x A~ A , rzFEET ABOVETHDESIGN ELTTON THE - By WELL TOM \ ACCUMULATED SEDIMENT CAN THEN II REMOVED WITHOUT P19UUIN6 THE (AT 2" RAIN PER HOUR) METALS WH PRORRECTIvE EACIING PAIK. Is this Project within the Trustees )UristrIction or within One Hundred (1001) fed of Weiland or Beach? SUBGRADE SOILS AT AT THE THE R WELL DODROM. WHICH SHOULD SHOULD 11 BE ESMLISHEDONLY AFTER CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE APE IS C COMPLETED AND 3. INRTAUA~N: Will there be Site preparation On Exifluing Grade Slopes which Exceed Fifteen (151) feet &VIertide Ruce to A) PERFORM WOM IN ACCORDANCE Wcul CPA NMDIMK AND THE GRAMMES, 6 article I to 0 x DRAINAGE AREA STADIUZEM ~V~ IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTRm DRAINAGE ARIA 15 PROVIDE (7) S' DIA. X4' DEEP DRY) WELLS 1). GU751 To BE P~CHEO TOWARDS EAGER 11. To Zr FOR EVERY 40- OF RUN. One Hundred (100P) of HorlacestaJ Distance? 2). SHERF MUA~ ]DIN HENGTHS BAMH WA~EIMG~ JOINTS JP A STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD It INSTALLED DURING ALL PHASES OF CONSWUCTIDN TO DIVERT ALL RUNOFF AND 4). Ci I LEAD: MASH AND SOLDIM GU~Eai To bOWNSPOLDS AND 7 Will Driveways. Parking Areas at other impervious Surface, be Sloped to Direct Stomr-Wider Ru",Off ACCESS area rt Run,Off x "~'s a DRAWN: MH/MS rid ..E>on,,e~N SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WII BUN THE DRY WELL'S DRAINAGE AREA NUMCNOUM: MvIn Into and/or the direction of a Town rlght-of~way? oxahFam. } U ,sue':'dy'a SCALE: 3116"=1'-0• k: IS COMB EI D ANDTHE DRAINAGEAREA $TABILIEED. STONE FILL ALLREGAIE SHOULD EF PLACED IN LETS AND COMPACTED LANG PLATE DRYWELL$ CAPACITY: 1183.0 CU!. FT. 8). CONNECI DOWNEACUTE M FORM SiVeRt V~EM AS INDICNtED. REAL 8 Will this NOW Require the Placement of Material, Removal Of VEIBIRItkin and/or the Canaturatica of O3NNoC11ON WATIMIGHT any Item Within the Town Right-of-Wary or Road Shoulder Area? strucllnn of X C .iVlci ME AugI 10, 2010 COMPACTORS A MAXIMUM IOOSE LIFT THICKNESS OF 181NCHES IS RECOMMENDED WORY WELLS TO BE 10'MIN. 4) 11FEMON: (This Item will NOT Include the Indaildlon of Driveway Aprom.) SHEET NUMBER'. PRETREATMENT: M WITH ALL OTHER BEST MANAGEMENT PRACTICE; PRETREATMENT CAN UTEND THE AWAY FROM HOUSE A) : Plab"SollINgALED PRODUl7SUIVILOCITHRETUal OPPROJECT, Will this Project Require Site Preparation within the One Hundred (100) Year Flaudealn N 70JOH UP, RdwR OR REPLACE DAMAGED PRODUCIS REPORE SURECAVIDICAL of any watercourse? f any Watercourse? ~ x ~TQii ^ m ~i --"IJ ' FUNCTIONAL LIFE DF A DRY WELL WHILE GENERALLY NOT A 516NIFICANT SOURCE OF 0.O NOFF POLLUTION. SOON CAN NEVERTHELESS BE THE SOURCE OF PARTICULATE AND COMPHERON 9 ORGANIC MATT ER AND, DURING WE CONTRUCTION. SEDIMENT AND DEBRIS. 4 LJp O 1 THEREFORE ROOF GUTTER GUARDS AND/OR SOME OR TRMS (EQUIPPED WITH as NOTE: If Any Anivad to Question, One through Nine IS Answered with a Check Mork In the Box, a Stbrann-Wter, C CLEAN CUT5)1N CONDUITS TO AD0.YWELL SHOULD BE INCLUDED WHEREVER R d D PRACTICAL TO MINIMIZB THEAMOUNT OF SEDIMENT AND OE-ER PARTICULATE Drainage & Erosion Control Plan Is Required and Must be Submitted for Ravidy Prior to Issuance of Any Building Pe -12 e e a Rorm retching, A of Any Budater ilding Permit] itl THAT CAN ENTER THE DRY WELL REVISIONS, REVIEW S 03/04/2010 RMSED 02111/2010 KNEED 02/26/2010 REVIEW SET 04/13/2010 BID SET 02/12/2010 NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: d, IF APPLICABLE, MUST BE WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABI INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITION iNCONDITIONED BASEMENT, p ch ,fin V n WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR RI PLANS FOP, REQUIRED R-VAL. D CONDITIONED FIRST FLOOR n ra i f i `ate 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITION KENT. Complicia 'IYiR' '~MM' BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 6EMENT AND THE FIRST FLOOR, _ _ _ _ _ 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND WEATHER STRIPPING ON THE WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STP 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: EMBLING FRAMING. EIfeifm oxw 2097 New York EnwWConseivabon 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAP LOOR OVER. w SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. LING IN PLACE. cmustudkIn ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE PLATE. s ILcau. CaNew ~ yu* O I../ BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): OD): ;Tywl- Nw-GIlL7.hic RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, A' DOR JOISTS, ALONG 11AmuRwofftW. 2ft CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR INDER FLOOR JOISTS. Mav d' m'' ` 5750 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: 91-4 ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. O Z BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. TTS„ ,~1I~~ ~ L1L' E o 9 B4YNMfL. 1r'.m SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: NENTS IF HEADER GUE~ W CU -p.~~~MW~p~~iE" VIM y 111'x^ IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN MEADER COMPONENTS IF HEAT 3",185 a FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. w MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER, ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITIC)N WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V 1). PROVIDE HORIZONTAL BLOCKING AT 48'" O.C. AND AS NEEDED FOR 1• VEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKIN JTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE', BOTTOM PLATE FOR BASEBC T FOR BASEBOARD TRIM. cD BdbrThm ewe 100 Y&N U& Im TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TOi TOP AND BOTTOM PLATES. TOM PLATES. T;[li,'~b'tY`YIYIikWY'I''i•dl.iilillti, tliiiL'iiYYlx!'ilb'`wYtaaaiiYit,Yiid'~Ylbup~i4ti~M>r+1~1'PMitil. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES FkdT' m~+ 0-0- io -low INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: N SEAL ALL EDGES TO MAKE AIR BARRIER CONITINUOUS. rn HEATING VENTILATION AND AIR•CONDITIONING (HVAC) 7G n .1ross Cavity Ca t. Glazing Glazing UA. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: G: THE SUBFLOOR. Assembly Aff ea or RAI'alue R-Value (w D k HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLO :NT WINDWASHING.~s~~n, Penmetere 1,31-Factor HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOIUGH TO PREVENT WINDWM 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. BLOCK[] HVAC SYSTEM EFFICIENCIES: SOLID BLOCKING. THE Fill' 1: AMAY EII9. ed6'6t+~aw, ur aW afted S r..,,.,• BSI iI:I~ D:CC MuT 4) . SEAL INTERSECTION BETWEEN JOISTS R EDGE OF WALL THE WITH SOLID SUPPORTING PL THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER E )PPORTING PLATE. W,.j:. ,fraM 150E 31-171 19.{3 12.0 ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL 145 Q x MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: WW= 1: V*W F uM Ram Ift Low- E 15581 113TO ELMO 49 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLO)OR PENETRATIONS ABOVE C IONS ABOVE GARAGE D" I-- sm 1251 01.320 HVAC CONTROLS: CEILING WITH ADHESIVE. 01.320 413 CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRLYWALL TO KEEP OUTSIDE AIR P OUTSIDE AIR FROM DW, 2: G.+ 1 01311E Ula to A5fl CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. a (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. WA 2: WOW FIB„ 16' O.Jt 3136 191.0 GA 137 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROU( TO THOROUGHLY IIY' 2: VftW ~ RVE IM LOW-E 1131;® D3,0 2EIT2 LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. PROBLEMS. 1ywy. Glam 0310 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO 0310 €u4 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: SHEATHING, CAULK AT Mag, 1: Catmdriiil ' '1~'.: q ry '~~~y 21 HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILEE STRUCTURAL SHEATHING, C TEMPERATURE. ,r,,,.,, c m cui 17 nnrnwni vv)wrm TOP PLATES. CE9mm2:FW Cel m or .G.1s,+, 3U:13 b'.© 22 ALL MECHANICAL VEN I ILAI IUN)T)ICVU MUD nnv«v. 1- - VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: ve GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIEIR ON THE WALLS AND CHUN LS AND CEILING BEFORE Tlepopmed bMM mpawftd IIn,domment ISLomMA ta'kl th ifte, b~~~y, ~UI~!'y Will+1111C~ ,calVIA DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY' CHASES. w9h Oft p im ~ rm, r ne'6m f81mt ' EMW OwleRvallm xnsmaftmdm b~Z DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOIFFIT OR CHASE. Cam mqoem, e*. VAMm, a RSOAMN DeOp Pmkv9atW hm, wa skjmd Imo. pares, . am absbrg tut k UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.33. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: ILATE WALLS TO bva%t4e. „iii W*waM p%meit $IIB* p0m m'qp9M=bwmmeIn cmr4ft=' ift Oft Code.. DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS Ti MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. USE INSULATION BAFFLES MON BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2). IF BAFFLES RAFTERS ARE ARE RE CONTINUE SUPPORTED BY UP RA WALL LL PL PUATE PAST THE KNEE WALL INTER! E WALL INTERSECTION. v R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). UPIIRAOIVIDE BLOCKING BETWEEN RAFTERS,AND FLOOR JOISTS ABOVE E) )ISTS ABOVE EXTERIOR w3 CMda, a INSUL7i fi TE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FUJLL THICKNESS, NOT COMPRE NOT COMPRESSED. AND y SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. Emu, MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: u U O SE 1816 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTAC-T WITH ALL WALL STUDS, PLA kLL STUDS. PLATES, SHEATHING y SEALING. AND DRYWALL. IN CEILING AND FLOORS, ITI- SHOULD BE IN CONTACT W I CONTACT WITH THE DRYWALL d OR SUBFLOOR. AND EXTEND ALL THE WAY'TO JOISTS ON BOTH SIDES W BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: H WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT INSULATION AROUND SHOULD OBSTACLES: SPILT AROUND WIIRES AND SMALL PIPES; CUT Al L PIPES; CUT AROUND ~wo TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHiER OBSTACLES; AND SPLIT O\ AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. IT TO FIT. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R•VALUES: y THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, ANID RIGID FOAM INSULATION I INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED 50 THAT THE MARKINGS ARE VIJSIBIE TO THE BUILDING INSP! UILDING INSPECTOR. IF THERE IS A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED BE INSULATED TO THE MECHANICAL VENTILATION BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREPA. THE REQUIREMENTS CONTAINED IN NVS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ANOVE INSULATION, UNDER RC K UNDER ROOF SHEATHING. Dab lkmw[ Ma=no#s 31iN~I" i~ 3dkqAGM ` . W IM "DMEick ATE. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2), PROVIDE BLOCKING BETWEEN RAFTERS (OVER WALL PLATE. • is Nkµ X11 ? n-IE3 REVISIONS' REVIEW SET 03/"/2010 REVISED 02/11/2010 REVISED 02/262010 REVIEW SET 04/1312010 BID SET 07112/2010 2x stud Plate nail - I6d (3-1/2") ALLOWABLE HOLES - TA, JLES - TA Joists JOIST DETAILS ) well at 16' Plate tall-Ifidl Plate tall - l6d 3-1/2" /ca-center box at 12" as-,a box at 16" on-tenter" I box at 12" on-center INTERMEDIATE BEARING Floor panel na loot panel tall-Ed (2-L2") 2-Icenter /Floor panel nail - Bd Load bearing or shear well NO LOAD BEARING WALL ABOVE 2-1/2l) common at 6" uenve evmen. ) above (mud stack over wall e. wlma ..awn m TOM Y I.In^nele m.e Fn onv+ne+.m ~j on-center common at 6" on-center" / camcenter Web Ministers ~Itle Fm`M1etl cone WNOi Blocking at B3W may be required k~l anel a be with calm rao~frh q~nde. "or 1-1/4" 1-1/4" Tau Load from Jo rim 2x4 minimum sheer walls above Blocking Trus Joist panel rim board" I 1.7/G'I' s L x.u of board squash below-see detail B1 of Ep A 1/II\///III\~~IJI\~Cr~\Nfl\`Vi\/1///}~/1\1 minlmum d" oe nail - 10d (3") 12„ oe nail blocks ° N'rianaall -tad (3") nmpl box at 6" box at ( min. an-cenh ?b below) required each side a O 1 pa rw/eYf hoe, heer Ilan Fln'ln unnkw Do NOT omcenter^ Remove tongue end groove 'r Bt B1 vl6"~ Table st - End Support [ua hole]/n..111 Yer from floor panel edges Boun ary nailing ~ MI it um distance from edge of hole to inside face of E SIZE Ole to Inside face of nearest end sup oit rN f [emenr. )UND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE supported by I" a-Rimm to - Ed (2.1/2") stall proper bl~ ensure quality nailing. common at 4" to support all ps Web diffeners ROUND HOL stall proper blocking squash mrr, Ta {.In e.ln Ir Is^ s- f b-In e.lrz 11' Is" TJl rim "ean,"Hmral sanmustlon rode mfnlmum for n-center" edges to support all panel required each E~ blacks a. I' i+/x a+a n• I. side at 31W and edges Use 2x4 minimum squash as r in lo. I R Y Dist O V re wuh A3 only. See Tr'u Framer, addtflonat Wtellaflon rpeC,ide Al A2 MottbadJnlmum A3 A3.1 3.2 3.3 ocited ncloM3.1-A33 inst .1nrla/leNOn 3.4dllraHom hamer'r pocket Culde for B2W B2 B2 B3 B3 C$ blocks to transfer load "n• 2an rn x:r s 2 an allaflon a' E ~6' I[P 3'A" around TJI joist 36n ri xP s:c' 6b' rpeclllcatlonr. tip L IC of n Jo/n`beoridng at at end+ rpedHcat/enr. • as. so le Nell Trust Joist nut sio ut r.^ @-0" length of TJI joist 8" diameter maximum hole n Attach reinforcement board to blocking It, 11~ 1al an, 4'-0" length of B" diameter maximum hole reinforcement and far Il-7/8" -16" deep 'P with connections to Jalst with one Ed o no I - "X 5:: equivalent to (2.1/2') common nail at Nail through 2xwood backer xlv :m so, ea , ran L 1W 3/4" for Ih7/E" - I6" deep file, black. Use blocking p.eabu 6" 1'P 1'R 66' P Web stlffaners E" diameter maximum hole reinforcement blocking panels; 6" 4'.0" length with diameter maximum for required each {or 11.7/8" - 20" deep on one side at diameter maximum foY 9d/2" and it-7/8" blocking panels 9d/2" deep Cr decking schedule each corner and u^ 230 Pm 'm In' s' s P Trus Jolrt TA joist web with 2 rows 10d sao Iwo rut vc' . "'n 1- P ',L - eZ 1- I'L' fR 1'0" 5'Y' 10'M II''4• side at E1W blocking panels; 6n E2, both sides blocking panels 94/2" deep TJI joists. or shorter than 12" long. g Attach reinforcement Blocking panel between Blocking (3"J common nails at fi" sea 11 1, 1. si• e, r.a rim board to joist with one Ed xlo es. 1 ch joist. Nall to top panel mcart er, clinched. Use diameter maximum far at E3 or shorter than 12" long. not cut flanges. locking panels 9-1/2" deep not cut flanges. (2-1/2") common nail at late w P rut rP 1 e•_' s• with connections la• ao m v each corner P 16d (3-1/2") nails with sw -0 Ism r s or shorter than 12" lang. Tens Joist equivalent to decking 3- "TJI Joist sw r.a' rP v.z' ro' s'.o^ i+i^ IP I.- b' fo^ n' Id' n• P C r ~a."- !it LDo not cut flanges. rlm board Trus Joist 12" length of schedule. a be widths. x• v in bar is, as. p 3/4" 12" length of 14„ sio s. lo'm 1=^ Is^ Ir O rim board ttach reinforcement to to reinforcement 3/4" ssp o• rs' s:a' nut' •.M7 ]1 R Itl.V v n 'V n 1,' e. 6' IS'fi" ttach reinforcement )Dist web with 3 13 on one side at - reinforcement an sea 'a 'o^ rut rn^ an >'-0 1vINIII E5, both sides on one side at Wood YA"' 1 1'd' '6' 6' 11'4" 1 f~rul II'A' M1n" e'.b" i]'.6' 1 rr~ll F-V Trus JoBt rim to joist with Ed (2-1/2'9 rows 10d (3") board common nails at 6" on- common nails at 6" at 6" at E6 E], bath sides hacker os am able B - Intermediate or Cantilever Su Ir Cantilever Support a ' P { ,a A O 0" center. When 'd on-center, clinched. Iched. at EB rdsss spSFdat ps Mini um distance from edge of hole to Inside face of r le to Inside face of nearest Intermediate or cantilever support Face grain ~Sa+hF, reinforcing both ~ftn~m Use 2 rows with 9-1/2" ith 91/2" Less than Less than 1~~ryu dos °osss`vOD DEPTH nl ROUND HOLE SIZE )UND HOLE SIZE SO ARE OR RECTANGULAR HOLE SIZE 6412' aln II' o• 3' 4^ L.In' L.la horaentel sides, stagger nails. F and 11-7/8" 0' 8• T6" O El El E2 E3 E4 TJl joists. Not for use with 3.1/2" TJ I So 5 E7 E8 6 Fl ~`eoaSO N^R over no es, s as s-18x' e.w n' n as, ./Z 'I' "r, 11 a, a.l. 11.1 .a -0 'R joist Flange widths )W 5' no WEB STIFFENER ATTACHMENT 21. 1- t 11 e., r, 3'4• 5.6' Pee, O Filler block Attach O U gi.4' Li, d. . . P4 with ten hod (3") box tells, clinched. Use ten EXTER Gap: U-]n• ace r , vs m.o s's tl' V 11'P ]'R 16d (34/2") box nails from EXTERIOR DECK ATTACHMENT Option Ml: 1-1/8"minimum "a ^ ee 'P mm v 3 In 41 1, Is a r each side with 3-1/2" Structural exterior Apply rubOoor adherlve to 6/1 TJI Jalst blocking with and 2-3/4"mexlmum IN x sheathing contadrv]fams 99ckslnetalledetl/3lold 11N21,~ no o e vm s s:, o^ 1 P• Web stiffeners TJl joist flange widths. required If sides of Use fifteen nails with Backer black Fli q s nlocatiom using Three 8d (2-1/2") box nails, 1,r xsp .P u "1 e.v ils Fleshing II II o ad (2-la") clinched 340 hanger do not laterally TA joist depths Install tight to top Bearing platen: ill, rb~ "I n. - ills- support at least 3/8` greater then 16'. flange (tight to Flush plate wild, Inside Treat. of Tll joist top bottom Mange with fete d wall enr beam 4 sSQso box nallr cr Three 16d (3.1/2") box nails xlo o 1 rs n Treated 2x `a\1 ~b+• 2-1/2" screws, )`at3.%/21TJtI.Idflmr,.idths la,m 1 ledger xl 9 typical 11N23 sao :n i^ : 1 5'O 1 3' " 1~ 1, to 11W flange face mount Webdlffaner each sao I'u ra' see' r.z'vw^ Is ]'.b' 1", 1 'L' 14'V lab' w- 4 angers). Attach See fas with ten 10d (3") table b See fastener Trus Joist Opd n IM side. See dies s 'on or Iin 1 table below. Maintain rim board x stepping Installed H below. '1 L I4o tl' IS" 17' IG or 15" IT •IV 6' 2L- 7 box nails, clinched 2" dish 34e '.tl' 'P 3 6:tl" a ' 2" distance (minimum from at7/3lolst span Tight fit 1p~ sw r.a' 'a Prc 1^u' b'~4" YV 6'E' 9[b" 4V 1 L' 13 Top when postlble. edge o flange edge of ledger to fastener. locations using two ea, see .a' I:m r 'm s: m n^ s:m I •a' 111 r<• la-m le' 2-1/2° screws per Jolrt W eleStiffener sloe W eb Stlffemer 5ile sio Im^ Im' ut 11 T I'6' S'i' IP'-4' Id[4' I'4' 3'-P 4' 144^ 6' 196" 120 6'1 1 1 hanger asks, black assume, An°wable madM11,Epd umm~s. b. ~Jptlon N3: 1.1/2"1/2"x2-5/I6"min -5/16"7/B"x2-5/116"min anrnevl"rh=ler b"~°a an m.ervr.m.m"rl""s.Y rwr rN IWr Face mount f•e' hanger both sides ere 1 va^rim boats 1^talm° diredly applied calling our may be locoed venially ant'wM1erewunln lne wm. kav. id 3/a•1"bol coo/sea N.A/N,A 13/4"5/8"x2-5/I6"min 2-1/2"1"x2.5/16"minlmum xnmome, ma maned In wab.1.,xionmrind, l2^omseme • fthIo Web. n-te er; the, do (minlmum] tl lop and bottom of M1ole. PTmllmntel kly l2" am[enlm; [bey tle not nrfetl bole 4? of web with tR" 1 ' single TJl •enr O IL%I.a bolt 4751rsa 325 t N.n henspedfied on the/ayanr. one or more of 'fie"ot. noMne etl loBM1 r oe Ne ( Pmende d( Nrtmf Trvl lolR pmeu[f , one .aea,wble l°aa deanimY In namm",. all Anxe PBl ethmebrae/ngoptlonr ahownlLmu#Vbe O 2-1/16113/4"x2-5/76"thin 3-1/21' 2x4 Por.imple soon (5- minlmum) amfmmp losses loaf. cocain, danetlomean"m fMenen noutrN Nrwtl.m¢. mawmum dze round M1m, mry be mreted at the ante, °f the o[ated of the [enter of f the J110 inn span P1'dWeea no other holes d[[ur In the jolo. alil H1 H$ joist H3 O oaPii~~ O O O opsuml"n. nstalled olrt.nar.reGmaon me mnxlmum uolm.m lo.a.mw,:nm hole sempaurrm contact vour Trus scut representative runic, lrm loeel e-n in [urrenf Tml Jok1,o,dnu,n1d[s, Por plher load mndlllons dr Yf . reproeruf - ALLOWABLE HOLES - Beal 2y d JLES -Beams and Headers //l 0 3Y al.meer or the ler3en nme (mlmmeml 7~~(~J/_1e J BEAM and COLUMN DETAILS In aeplh O BEARING FO0. DOOR OR BEAM TO BEAM BEARING AT CONCRETE a b =ol^: ee hole In l1 ¢I U BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Framing a O a 1/3 depth eneunl' ovndhokr.odon], Trus Joist rim board Strap per code if elarkinL N fh. [infer ofbgm ~ O rVCF or blocking for top plate Is not pmel Salely bndne(dI 1/3.e0 Allowed rain zone minlmum) u B an¢nbr and p Allowed h.le-os 113 man ROUND HOLE CHART rn hff..EPfH M.IMI MIIM POLNO lateral support continuous over header El Banded to a broad and wall. M .11F O Silent Floor joist framing Fall'. n real, laic 1n. For umr°rmly la.aea beam. only. 3 4318- 2' I" e l/2" 1 does not require uire bridging o ae p-0/z^I seam minimum or mid-span blocking (+.e WARNINLI. ole holes are not dlowaa No hOlrs in anlllw J.1/C"IO 20" 2" p" . No in er, n ]u IllmlmNOn lvr. V twee Hele Zena Ienkddenlallo4 Top flange hanger H2 No M1nler In harder, or beams In plank o firmallon Face 0.1, hanger OONOTbevel curt Al Pare,I. Li PSL or Jreyand tall eeyw.emaieaae, ae Rim board between lol Iart.I°` TJI JOIST ATT. " t wall. E2 TJI JOIST ATTACHMENT at BEARING Tlmber-Stranda) L3 See arrant Trus Joist L4 roted untreated werad/ d/rcri rontad °"1 Ll LSL Column O O literature far framing with concrete O TJI Joist BeanPlate • A3 Trs J OIR~ l.[it to Bearing Plate Squash Blocks to TA Joist(Lokd To. lode, dm boere bearln6 V+kll.bove) annattan m oen10each . e'sh Jbin n Il a it.... 121 y C wed, One Ed p 1/2") CONNECTION OF MULTIPLE PIECES OF Cs box lnll eaah sidIn " e. TA em)oel use, e. odve, i 11o, TOP-LOADEDV BEAMS (1) BEARING AT COLUMN iJl rlmjobt ' o to 'i dJ 1.3/4" Width Places: \ iml Jmhl ent1 l.VJ"ran Im r L3 bell d 43/ lmum bar atend oumppm113d 131V minlmum been [y 4 atendmpPO1113dR' % O Minimum of 3 rows 100 (3" x 0.128'7 nails at 12" D.C. A2 O minimum Inlnlnw ninpporl minlmum at nlelmedlale Q+ ~ w Verify Perellam PSL or Minimum of 4 rows 10d (3" x 0.128=3 nails at ELEVATED COILUMN u eneernenst . ewreemwv row vE nipped ro ~enm .ewlnemwae rowwknrro TlmberStrand UL 12" o., for Ward deeper beams BEAM ON COLUMN COLUMN BASE BASE column if using 126 (3-1/4") or larger nails, the CAP BI HI doml+ene/neldndrrhMu 3mrrune/neNnd/rhMUle ~ r+ ~ ~ capacity and beam number of nailing rows may be reduced 1Q1 I Optional 82 Rlm to TJI J.Ist rout eating length. by one. 1~(~~\\\7~y\~\[\\\j~,.{ Ir/~LILLeIIIF{yJ,l'L\\I Ir/~LTI11jLx / non-shrink See current 4fl `g Tmr Joist am be O 3H"wided v 1 II nro oeh fl. True 13/4" O Ism board or I, wld, TlI sin dm 10 V 1 0 TrusJnist 3-1/2"WldthFleece B3 rel 1elotl (3' IobtOne Intl (3') box VJ Ilf//\J mil 1. orh ilaoee 3d/S wide TL on FI literature. ~ Minimum of 2 rows 1/2" bolts htT ltm TJIl OOOr jo, In ry F G N box main one eooh olrt (3"f milt one at 24" o.c. staggered ; 2-1/16.2-5d6"v TA sins xwall -2-5/16m e ]TJI -1/In 1.1eareIend tl l tide of Tlllub. dame ,y W 21 II (y 01L"wmmmruFalleu.-Ilaoo"earn Op beemwlId olhewl...... aI...dlomrwllde~l"•prdtam:. OP J.I:u Use BI or 82 at (3IV21) b Mdurs, e4 Inlln termediate bearings Stage (3.1/]'9 bme ox met mil Into adds Ilkn6e 3 Vd3 wide Additional nailing orbaRing may be rcquseed with PI PZ P3 wa Is hill O pmnb I load bearing or sheer Tlltlm Idler Tnp New I LS L6 tid,%adedmulsiple-member beams Real to current , cvn l"I a well from above product/Itereture. rcmnrlme a ruppne Stated end wall BEAM ATTA BEAM ATTACHMENT at BEARING f NNyI Tml Jobl rim homtl i FASTENING of FLOOR PANELS 4P note 3 antler T[r,I~1t)w Jold rl1rn NoNoo WARNING / - 2lm (31 boa lC`.Il surds ddr of amreh oo-eamer sacing par Bow Hl O e bar" hearing. Nil slur TJI Trejelarlm bond TlmbeShma I.fL Mlcrollem LVL Pi PSL Imint90 230,360and560 I" ril 1-1R•orwltltt 1-11"minlmum from end y ad (2-1/2 box 2.1/J' S' 6, 4• E/I etl(El Ti'<vmmon nriw nom at m 1to minlmlu nrlvensibuep Re qm/1y/aNn (Happllnbbl or fommY PorkN am sI&Iominlmuu Gu/&/wm/nlmlmr enJonC/nfevmedbee Mortnd ma (3•), I2a 13-1141, box 3" r 6" Y INSTALLATION TIPS Ly L4 U tril rDeck epllalna orplara Ipllm" orplata kslpnyr uu N rd (3"1. 124 (3-1/41, winmo 41/2" 3" 6" 4" 4" 4n Abloor adhedve will Improve (loot Perlo:mm:n, but u lead. nl Wfienot dine lOficalbihid ead. am"n.lnea beadne P.r.nd nachment stneoral lad (3-1/21 mmmon NA 16' I'I maynmbe rep nJ a nGelNUWm4"MienfxlWf4Tax4numntl/pmNmlla M/.La',mnaene„w Mpe Walden, [ace Jnhli apart the width of the wall I., PlumbineorflVAC shothind pO NOTUae r Indommended nulling 1, 12. On center in held and 6" on donter.lnpg Addl0onel lob, a1 plumbing drop (non daal0. forum boord or bl bleek fawn lumbermeyfirl ohnfldenk fheihl.aedge. Narita requirement[ In englnnend dmwinp mpenede rttom olon .tear lnrf~lhllw. WARNING U N Illne ruah:uR be otNHunal foIp" and m )I'll' If 14 ga. the ay he ianlluled for Id dminlmum penelnflon Armen O See ALLOWABLE of Jo1#5 arc un untroted wood HOLES of I" Ird. nav th the Tll jolrt or dm bmrd h o[hl,urrlI I'll' 1(evea Bnm dlree H3 I Joists are unstable until braced laterally U r 911,109 Includes. Farthec on{1"101 Sa[Ing per Row Maximumine%m "ib la: DO NOT allow nsorkerr to walk on [onpxla ICJ } . aadlna - shealnlnr m men -Rim UmM eo to walk on shut Un. Rim rmn DO NOT, tack building mntedals Far7ohl wldiM1lld/4"orlm: 11"vmcenler Fprloblwldlhl6rcaMrllrvn ld/4": 14"ore anler JolJtr on uruheathedlowl.. Stack only ustlJbrettrl. N over beam, or walls. FILLER and BACKER BLOCK SIZES shuteaj"et adlllnnvl BewlnL Alma ee 0 /NJURYMAYRLSULT. 7ESU2T. WARNING NOTES., TA Flange Width! I23/4' blpfi" 2546" 34R" PlvmblMdr p be nmhwRh ranee AWeyer aeuser Business feltof-11 or Lack of concern for proper bracing during car !r bracing during cunatructlon an result In serious accidents. Under normal conditions If the 9dR" or 9-1/2" er 14" ar 9.1/2" or 11° or la' or Il-J/6' 14" or Ig' or OeptM1 IIJ/a• 14' 167/1" tfi" ILJ/a" I6" 20' 16" 20" fyumM1 b (d, al a¢ PVnde : ti e beam folle ing guideline following guidelines ere observed, accidents will be avoided.~- J A paV.a Idtl,wi Blond B21. oa out 2117+1ft" vertical pi ea Filter Black' V., 3/11 I/2" 1/2' lhealM1ln T Two Two web.fote Tll lpol. ((whh hacnk,,) uouttho, bete I. NI tine .1tleddr. s, s l11., o mmirtd nd inset Jl dm or m j rmale fln } Ii eM wtlIIIn hldbylrmpoNry er pevmr mnr disk raT eaJ mo.en' I..1.t' 6-nanppe11o11ne lit 1o1N molt h=mmplet 1, leme,rma propedV I.I.I. nmd eM wN In n etllllna dad. run 1, nhGl4Fetl a tle enk rune bry Thh.1111. F• 2116 2x0 21112 substitute fon9wtlt blorld, rp or or blorklne Panels. (011.11 M2) 2116 2.1 chetlhln lhev4h shield Ilmlbin 1 a, ompN try elpevmemnldeek bneethlnd ner=d r In peal a.1 MIoIN nl the ema of lh~6ny n lmrlmwd mnnb= alMmo ¢l 1-11 of tnnmm n11 nm m,a ro oar ^oln WpheWmlr N-1TE4 CvIN11Nm Filler X6 2x10 2x +3/0' 2x10 2x6+1/2" 200+11V (Detail E4) e.0" C., ,Entling :M1ath, Stamina IhaaiM! ePp treble Na[vPPllmble u2' I n' 1" 's 'fled n. amain{ it lnL or Isnlwer l I. ..11 ll Wanly Pls~n"b rbleuv mlwerlr hbnly lInhas, mdellenllm.lluuoum- N. ..,so or on. Iwmmd ninmem1.11 ram. amh romp one hnn-'e o llrt wlrn. l awonrenll/r rmo Irv. plvnmmh 0 lot, long 4V [On, 6'-0"IPr 410tlong 6'-b"Ion S 11brlmollVOt l I ense 1 IDloll btlfle 1 1 in side bnsoil it on bcl E fling., s'sTI an,v llbak" am" or SAO, (00.11 F1 "I I" Nei NO 2x0 2x12 nrtld,l .11 A. m• nmLa mon lann wit nm . eawmr-mt or HIS) •,In,ve,pn{lnceve filM.nd v r lhtl nnecnomwnl m{ NOd Icudn L1'yepellmollo4l rte delm W. Fl/ vnJ x e,elM alou to the Trus Joist Framerrs Pocket Guide, which should be referenced for additional information. k ~,aaK„ m, ~n2•mNlm"mm . c"'w'ke.. This sheet is intended as a supplement to the Trus J REVISIONS; RBVIEWSET 02/04/2010 REVISED 02mrz010 ROOFING REVISED 02/26/2010 REVIEW SET 04/1312010 „ 1 AJ 1 BID SET 0812/2010 CROWN 2-1/2" ~ 0 v t) r j '~Si A f A'(''r FASCIA 1X8-I/4" p'q fi' i e~ 'U}r ~ 'ASCA w', y. J 1Y n`Y I f f R J~ Y S9 R~ v G . \ F~FTF V-4` (TYP.) Y'OQ ~d f 4 / NUJ b' f J r;0 R ~F~Fa (ADUSF DEPTH IN FIELD FOR SOFFIT HEIGHTS TO MATCH) Y CROWN 5-1/2" -1-1/4" f f/ J. L 1` ~ ~Y/1. F' g b .pp1 5 4!N y'~~~ FRIEZE BD. 1X8 - - So FIT \1 fns tl 9 A(J J~y`A AIR pp Illpll CEILING JOIST \1 1/2 RND. GUTTER ST AIR STUD WALL W/ FIBERGLASS 0Y ) M, f GATT INSULATION LT„qi Ff J Jff,.1 YF N~I Af ~r~(ll FLOW/ WEATHER RESISTANT / A Yb a~ lEA:Ir <~AfA ti~YA Gtr BARRIER OVER GOR- ENT 1 FASCIA 1X8 SHEATHING OR SUBSTRATE 1 vY 1 1Y I'Gr,Y qt f(/ S .Y>Y fJlft .l' GV-3 S BLKG. SIDING f ~ rr 51 X11 j~ ti~,i_,I N7//. '..Y RAKE DETAIL 514X6 BACKER BOARD KER BOARD GSM FLASHING W/DRIPEDGE G n'l'Yn AJ 1 f' .t~S,F".,G'+;y,1 ;f76 iCyC>{Y.~~"+gl(iS.~• SCALE: 1-1/2" = 11-0" 1X6 BEAD BD. SOFFIT CAULK AS REQUIRED 5-1/2" SPRUNG CROWN R, CULTURED STONE 1X6 FRIEZE BOARD J•'P~~ WATERTABLE/SILL ~~I`p~~, RJ•'' SIDING -11 'c) '„2i,ry UNDERLAYMENi B! •`P; SIMPSON A-21 OR 4 METAL PLATE VENT STRIP za METAL BRACKET, HOLDING 1/2"%P CAPACITYS WS./LF., FURRING MIN. 1/3" X 11/7" VENT MIN. 22 GA M1- SUPPORT STRIPS L PIPE R~ee~ ING { LATH ' Pu~• r5/4X4 S-400 COR-A-VENT W WINDOW / DOOR TRIM f wl• SCRATCH COAT wl• ernx" TOP PLATES METAL PLATE I1W X 1 MORTAR SETTING BED 1 %'Q• NJ r JIR MIN ve^ x 1 vr, Q CULTURED STONE VENEER L•F.i e 4 4i e~"~I+ceo 4i, I • ~"eec, ecRee" WALL STUD CULTURED STONE ~y yy. . RE SOFF] SOFFIT DETAIL WATER TABLE / SILL AT SIDING s'o- y' p/R a~ CALE: 1-1/2 - V-011 SCALE: N.T.S. CDR-A-B 3T f WALL VENT: ~ENTING DETAIL VENT PIPE DETAIL SIDING SCALE: DOE 2-WALL SCALE: SCALE. N.T I ( SCALE: 1-1/2" = V-0" COR-AAVDNTR FWALLVF7-WALL VENT -VENT CULTUREDSTONE CULTURED STONE S ip O MORTAR SETTING BED Q eD Q MORTAR JOINT WINDOWWITH _ ROOF RP ROOF RAFTER FIRE B OCKING o e INTEGRALMOUNTING WINDOW, MORTAR JOINT d Q ,Q MORTAR SETTING BED FLANGE CRATCH COAT S MINIMIALLY EXPANDING CAULKING BEVELED CEDAR M1 • D D D CONCRETE WALL pOLYURETTHANE FOAM OR LATH Q O Q A\PPROVEDCAULK SIDING CEILING JOIST PAN FLASHING AIR •1 FLOW WEATHER RESISTANT e d e (AROUN7D WINDOW RSO) MOISTURE BARRIER REBAR WHERE STUD WALL BEA WIR INTO F , HEATHING OCCURS OPENING G (JAMBS JAMBS ) 1-3/B SOLID CROWN 1.3/8"51 BEAD BOARD BLKG. S~••.y~ d 1 lA/B" SOLID CROW • ry.,~l ~Y & TAPE (ESP. @ p CORNERS) 7X4 TRIM BOARD 1X4 1X4 TRIM B0A0. 1X6 BEAD BD. SOFFIT `~~yI U IBERGLASS INSULATION Qe USING iTYVEK FLEXWRAP (WHERE OCCURS) LAP&TAPE MEK P5400 COR-A-VENT 7"'•I I H 0 AT JOINTS (UPPER SHEET 1X A2EK TRIM BO. WINDOW SILL DRAINAGE DETAIL X2 BLOCKING 1X AZEKTRIM BOARD VENT STRIP N U 2X STUD WALL S OVER LOWER SHEET) n D o o, 6 n O O FASTEN TYVEKFLEXWR) CORNER USING G MECHANIC, TEN TVVEKFLEXWRAP ° SCALE: 1-1/2" = 1E-011 SIDING USING MECHANICAL l FASTENI FASTENER PENII UEMR) ALL MEK FLEXWRAP PORCH COLUMN PENII RIMEEER OF OPENING CULTURED STONE CULTURED STONE AROUNDD PE PERIMRTwETERO OEFF O OVER STUD WALL OVER CONCRETE SCALE: N.T.S. SCALE: N.T.S. WINDOW SILL DET DETAIL TYPTCAL PC %L PORCH DETAIL SCALE: N.T.S. SCALE: 1 ALE: 1" = 1'-0" 6' MIN. GIRDER 2X6ACQSILLPLATE O SILL PLATE F 4'-D-O.C 1 "MA COPPER COATED TERMITE SHIELD SILLSEAL MI SILLSELD 3 ^ SILL SEAL ~ TYPICAL SPACING F 6,~ U ~N 16-MIN. BO%IN OP BOX IN OPENINGS 4-3/B"XP A5 REBAR / all NS REBAR I op v p 2" MAX. OPENING w% 2%8 AO - W%2XB ACQ LAG SCREWS ANCHOR BOLT NCHOR BOLT '~'IlN' o W 3 ' STEEL (SEE ANCHOR BOLT DETAIL) BOLT DETAIL) A GRADE TO SLOPE TYPICALCORNER` COLUMN AWAY FROM BLDG. O -7114- POURED CONCRETE- SO CONCREF p IDATION WALL Q ASPHALTUM DAMPROOFINC #5 REBAR d5 REBAR FOUNDATION WALL MEMBRANE TO GRADE U) ANCHOR BOLT SPACING ' I/F PREMOLDED FILLER T AT PERIMETER OF SLAB .DED FILLER 'ER OF SLAB , PROVIDE 2X4 KEY )INSTALL #5 RFBAR IN " O FWUNDATION WALL AT 6X6 STEEL WIRE MESH -WIRE MESH UO EACH WINDOW OPENIN 4"THICK O CONCRETE SLAB p J> ED o d 2X6 ACQ SILL PLATE 3" SQ. WASHER& , ' 6 mil. POLY D v' 4 N COPPER COATED TERMITE SHIELD END NUT SETUP , SILL SEAL VAPOR BARRIER 12" u 6„ O FOUNDATION , #5 REBAR 8" MINIMUM WALL , 4" THICK CONCRETE SLAB W/ 4" COARSE SAND 6X6 STEEL WIRE MESH OR GRAVEL 5/8" DIA. ANCHOR BOLT EMBEDMENT O G COMPACTED 4 p CLEAN FILL COMPACTED CLEAN FILL 4 '16, NS REBAR u .O 4'-D' O.C. (TYPICAL) a p p . p• POURED CONCRET p 6 mil POLY 4 O FOUNDATION WALL S d O~ I- 1 y NOTES: 1n'~' DETAIL VAPOR BARRIER MEHE ~ O TYPICAL FO _ FOUNDATION WALL: 1). USE 5/B" DIA. ANCHOR BOLTS w/ MINIMUM B" EMBEDMENT INTO POURED SCALE: fly CONCRETE (15" MIN. IN CONC. BLR) w/ 3" SQUARE WASHERS AND END NUT 3/4" - ' I SETUP. SCALE: 3/4" = 1'-O" 2). ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD DOWNS FOR SHEAR WALLS. CONCRETE FTC. (SEE PLANS) 3). ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MINIMUM TO IT MAXIMUM FROM ENDS AND CORNERS. Nr~~Gti 'Ny t DRAWN: MH MS COLUMN DETAIL SCALE: NTS flay J5' JOB l! M mlr)a,2010 ANCHOR BOLT DETAIL t.t SHEETNUMLBER; SCALFE: 3/4" = IT-O" SCALE: 3/4" = lI-O" REVISIONS: REVIEWSET 02/09/2010 REVISED 02/11/2010 REVISED 02/26/2010 REVIEW SET 04/13/2010 DID SET 07/IW2010 WIND LOAD PATH C ONNEC TI EC TION AND CONSTRUCTION DETAIL DRAWINGS 4NT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT a: GOO KING STUDS RAFTER WALL STUD BOTTOM PLATE ENOWALL CRIPPLE STUD a RIDGE LEDGER A BATHTUB HEADER DOUBLE JOIST RAFTER SIDEWALL JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION RATH / SPA TUBS TO HAVE A DOL TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 BT. ADSB ANCHOR TO FOUNDATION W/ ANCHOR BOLTS ORT EACH WALL RUNNING PARALLEL WITH THE FLOOR CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION r LOG ATION USP NUMBER DESCRIPTION APPLICATION RAFTER S12EUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL JOIST DIRECTION JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. IOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE TUO ROOF LSTA24 1-1/4"x24° 20g0. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x0 LS26 118 a. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DREG BLOCKING 924"OC rT, 2N0. AD55 HOLD DOWN ROTH HOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA72 1-1/4"x12" 2094. STRAP APPLY' TO EACH JACK STUD C ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH STUD 2X10 LS210 1890. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER R HE FLOORS 1 EACH OTHER N THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY 'TD EACH CRIPPLE STUD T TO WALL STUD C/1 ^ THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR M~ DO F"1 Q METAL STRAP CRICKET AT TOP-SIDE OF DE OF VENTILATION CHANNEL AS REQUIRED A 0 CIHIMNEY RAFTER W U RIM BOARD RAFTERS MAINTAIN VENTILATION WOOD JOIST MALL SHEATHING SILL PLATE(S) ' SIDEWALL FLASHING BLOCKING BLOCKING TOP PLATE 22.4 LEDGER OISTURE 2x4 SOFFIT JOIST Q-i FOUNDATION FINISH WALL AND MOISTURE HARRIER TO LAP FLASHING ASHING ATTIC SHALL BE PROVIDED WITH A FASCIA ) U STAFFING TO BE ATTACHED TO WALL STUDS 048"OC AAT WALL MAINTAIN GAP AIN H GAP MINIMUM NET FREE VENTILATING AREA S AND NOT LESS THAN 1/150 OF THE AREA OF GWTTER WOOD GIRDER W AND ALL WINDOW/DOOR OPENING JACK STUDS BSETWEEN WALL FINISH AND RROOFING TO AVOID SOAKING SOAKING WALL STUD THE SPACE VENTILATED. ALL OPENINGS p-1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SHALL BE COVERED WITH CORROSION- ONTIN SCREENED VENT LC INSTALL 4'0" O.C. RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT EXT, PLYWOOD JACK STUDS 4" - B" LSTA24 1-1/4"x24" 2094. STRAP AND WROVIDE HEMMED EDGE AT ON ALL OPENINGS 'FLASHING TO FORM CHANNEL DOE AT OPENINGS OF 1A INCH IN DIMENSION. CHANNEL LOCATION SP PIUMB ER DESCRIPTION APPLICATION SDFFITED SAVE= INSTALL 4'0" D.C. PAND SO AS TO MAINTAIN AIR INTAIN AIR CONNECT TO 8" - 14" LSTA30 1-1/4"x30" 18go. STRP AND JACK STUDS GAP TO PREVENT CAPILLARY A :APILLARY 4" - 6" RAFTER RT10 10-3/4" x 1890. TIDDWN ANCHOR PROVIDE BLOCKING BET' EACH RAFTER ROOF VENTILATION / OVER BEARII BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS ON ALL OPENINGS / *GTION CONNECT TO INSTALL 4'0" O.C. 8" - 12" RAFTER RT20 21-1/8" x 2090. TYDOWN ANCHOR EACH RAFTER BOTTLED SAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS (KEEP ROOFING NAILS OUT ON ALL OPENINGS OF FLASHING ILS OUT I 2ND FLO R WALL ft ROOFING LAPS BASE SE I FLASHING 4 INCHES .S RAFTER I RIDGE CAP OF SAME 0 BASE FLASHING WRAPS CORNERS, NER5, MATERIAL AS ROOFING INCHES THROUGH VENT EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS AT NAILED TO SHEATHING SHINGLES' AT BASE MIN A INCHES WOOD JOIST L) TOP PLATE GIRDER/HLADER N U SIDE WALL FLASHING WOOD JOIST CN WALL STUD RAFTERS C 1ST. FLOOR WALT. STAFFING TO BE ATTACHED TO WALL STUDS 048"DC METAL FLASHING AT ALL EAVES, SIDEWALLS, AND ALL WINDOW/DOOR OPENING JACK STUDS AND RAKES PROVIDE HEMMED EDGES SO a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A )NNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PRDPEI f FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE NF RMG TOT SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APR TO ALLOW FOR SHRIP 1LLOW FOR SHRINKAGE. & REDUCE BUMP OUTS INSTALL 4'0" O.C. CONNECT OVER OF ROOF PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD MSTA48 1-1/4"x48" 16p. STRAP N JACK STUDS A ALL OPENINGS 0 r I ~ CIIR CI 11I1R ~ ~ JUL, ]ILL YLPIL TERMITE SHIELD WOOD JOISTS SILL GASKET A NEOPRENE _ P ~ f 2x6 /2x0 CONTINUOUS WOOD PLATE .r E°yv E ;2 GASKET BOLTED TO STEEL BEAM NTH O ~ x o GONG. SLAB TYP. CONC. FOUNDATION ( A 6 MIL. POLY 1/2 " DIA. BOLTS ® 48" o.c• STAG. F"7Z' W DAMPPROOF EXIERIOR T, GRANULAR FILL 6MIL POLY ON EXTERIOR STEEL COLUMN 41 ~o ROOF JACK )•p STEEL BEAM ° Q CONC. SLAB 0 0 rJ 4" x 1/4•• x 8" STEEL y TOP AND BOTTOM PLATE r.. ° G ` COMPACT FILL ROOFING LAPS WITH 1/2" x 6" ANCHOR BOLT V x I~ x ~ ~ a ~ r ^ FLASHING AT 1/2" GROUT x v 3 KEYWAY FOOTING V CONC. FTG. 'D D'0 CG USE WITH 3.3 SQUARE WASHERS SIDES AND TOP ANCHOR BOLT CONNECTION (LISP LDPS58 OR BP563) I I I ~ I I 3" STEEL COLUMN I I ( 10 KIPS ) REINFORCING BAR ANCHOR BOLT CONNECTION SUPPORTING FLASHING LAPS FOUNDATION M57" - I I D ROOFING AT BOTTOM DRAIN RLE . v + SILL PLATE TO FOUNDATION 1 STORY CRAWL SPACE OR FOUNDATION TYPICAL BEAM BET PICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES STEEL / BOTTOM E EEL / BOTTOM BEARING T 1 d CRAWL SPACE OR FOUNDATION) TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24",,12° CONC. FTG. WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIROOF JACKS & VENTS DETAIL Oy SLAB-ON-GRADE SUBFLOOR DOOR FRAME GARAGE JOIST N•r li GONG, SLAB DOOR I USE 2X8 STEEL BEAM ~ pQ(i 5X6 10/10 WWM COMPACT FILL FOR BLOCKOUT 4" SLAB t, I SLOPE W/ EX6 WMM NOTCH J01 NOTCH JOIST AND ADJUST HEIGHT P.T. PLATE < 1 < el 4'bRIVEWAY (WITH A Ni (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2 OR HIGHER THAN 1/2" AIR 5'PACE 11 7 1 TO BE AFRO AT ENO AND ,p STEEL BEAM STEEL BEAM TO ALLOW FOR SHRINKAGE I ~ t, tfa ES OF WOOD p o' 0 ' (PROVIDE SERAPE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) BEAMS =III C ° p • 'p - ~SUBFLOOR a a G AIDE 'C 6X6 W.W.M. a • a • a " p p C • A ,e "*,~NNOTCH BEAM FOR MUOSILL IF REQUIRED MAXIMUM NOTCH EQUALS 1/4 DEPTH Of BEAM I ? pno ~ MIN. .~•n r. ,R e,• u ° STEEL BEAM a ? REINFORCING BAR REINFORCING BAR ° SHEET METAL / 30# FELT UNDER BEAM AT POINT PLATE (BOLTED TO BEAM) DRAIN TILE ~1- 12" 12" ING TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #h REINFORCING BARS THREINFORCICKEN BFOOTING WIITH (2)R#4 CALLORCIING CBARS NS. OF CONTACT WITH CONCRETE OR CONC. BLOCK gr e ~ SHIMS TO LEVEL BEAM p'i3'DRAWN: N414 MIS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE NITS M A' JOB 4: -;f`G~'' ? ' July 13,2010 BEAM POCKET ,p f SNBBTNOMBERI I 3 REVISIONS: REVIEW SET 02/04/2010 REVISED 02AIMI0 REVISED 02/2W2010 REVIEW SET 04/13/2010 BID SET 07 12MIC NAILING SCHEDULE PLAN CONTENTS: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESID R3 RESIDENTIAL GENERAL NOTES WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: RESIDENTIAL DWELLING 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL D nails required QTY. SPACING (SEE PU) (SEE PLANS) When a collar tie is used in leu of a ridge strap, the number of 10d common nails required s in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PIAI (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: ate shall be in CEILING JOIST B' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in Blow, rafters DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters )e attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 2006 SBC HIGH WIND EDITION WOOC ITION WOOD FRAME CONSTRUCTION MANUAL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTI( 60 OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 40 2). The General Contractor Is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLARTIE AS PER TABLE 3.4 EACH FACE DECKS Dnnections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ids below, the 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the I connectors in BLOCKING 2 - Ed COMMON EACH TOE ATTICS w/ STORAGE 20 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) LOAD) 20 RIM BOARD 2 -16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) EEPING) 40 3). Dimensions shall take precedent over scaled drawings. 30 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift to with uplift TO RAFTER END NAIL ROOMS (SLEEPING) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete rete WALL FRAMING: STAIRS 40 W responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under ed under TION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When stteel straps are lapped under the ed under the JOINT DESCRIPTION QTY SPACNAIL ING NOTES GAURDRAILS ANY DIRECTION or bolt EXPOSURE CATAGORY (DESIGNED FOR (DESIGNED FOR CAT. Cl precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt pacing, TOP PLATE TO 2 - 76d COMMON PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6.12 inches from the end of a sill plate and all and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDW :TION ANDWIND PATH CONNECTION TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENE PAGE & GENERAL NOTE PAGE Fil z 5). Refer to the Window and Door schedule for exterior openings. corners. INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL N Ef GENERAL NOTE PAGE ^ p STUD TO 2 24" FACE EGRESS SEE FLOOR PLANS AND PLANS AND WINDOW SCHEDULE W U 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch woiod structural panel on the exteric el on the exterior V STUD -16d COMMON O.C. NAIL Synn attached with Ed common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and he field, and FIRE PROTECTION SEE FLOOR PLANS Q 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel D.E. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & C02 DETECTORS SEE FLOOF such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified :cents specified HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRS 4RD STICK FRAME CONSTRUCTION a O in table 3.15a-b. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U RESCHECK O 8). Wind load requirements shall be taken Into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2.16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST a WINTER ICESHIELD FLOOD 1). The General Contractor and Mason to review plans, elevations, details and notes to DECAY DESIGN UNDERLAYMENT HAZARDS determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when :teased when LOAD (MPH) CATEGORY' DEPTH :with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TC 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall) be in accordance with QTY, SPACING 20 LES. 120 B SEVERE I 3 FT. "E SLIGHT TO 11 NONE - 2.4.4.2 and 2.2.4 respectively. JOISTTO: PER TOE TO HEAVY MODERAT V MODERATE ' 3). Provide 1/2" expansion joint material between concrete slabs and abutting SILL, TOP PLATE OR GIRDER 4-Ed COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIN concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGSS: t accordance BRIDGING EACH TOE DR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance 4). Any new concrete walls being attached to existing concrete structure shall with table 15. Window sill plates shall be have steel conneoctors in accordance with table :e with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with sky re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN SUPPORTS IN THE PANEL FIELD BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMP 8d COMMON @ 6" O.C. SEE NOTES: 13 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be SEE NOTES: 1 (BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: ached and BLOCKING TO: EACH TOE INTERIOR ZONE Sd COMMON @ 6" O.C 8d COMN 8d COMMON @ 12" O.C. Q W NOTE: T FOR PANEL FIELD to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge Is to be used as a structural beam, the rafters; shall either be notched and SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL after-to-ridge 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be aattached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be I shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON @ 4" O.C 8d COMP 3 -16d COMMON uD O 6). Crawl spaces to provided with minimum x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL NOTES 8x16 cast iron foundation vent for every 150 sq. ft. . of area. fES: JOIST ON LEDGER 3 PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: y TO BEAM - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTI :HEDULE NOTES ONLY. M U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be T1 ACQ pressure treated lumber, d lumber. BAND JOIST PER END the below grade portion of exteriorwalls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof Sheathing within 4 feet of the perimeter edge of the roof, including 4 feet c cluding 4 feet on each side of the roof peak, U BAND JOIST TO: 2 -16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. hored SILL OR TOP PLATE FOOT SEE NOTE: 1 O :er /truss framing members with G>0.49. J a Girders on concrete piers shall be anchored with proper steel connectors anchored I nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ truss framil uced to 6 inches o.c. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.412<G<0.49, the nail spacing shall be reduced to 6 inch 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12N12NI12" thick concrete footing. footing. JOINT DESCRIPTION NAIL NAIL 'raming members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washersi and nuts. Footings Shall be 3 ft. ,s Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter /truss framing mamba to 3 inches o.c. below grade. Porches with covered roofs shall have 12" die. concrete piers for the girders. sr the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS ID LOADS: 2). Unless otherwise noted, all framing and structural wood material to be X2 + BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAILSPACING AT INTERMEDIATE SITERMEDIATE NOTES ° AT PANEL EDGES SUPPORTS IN THE PANEL FIELD PANEL FIELD H 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. ledger. JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia, bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON p 6" O.C Bd COMMON 0 12" O.C. p 12" O C SEE NOTES: 1, 3 ( BOTH FIELDS), v NOTE: 2 FOR PANEL FIELD where needed. GYPSUM COOLERS 7" O.C. EDGE , 4). Unless otherwise noted ,all bearing wall headers to be (2) 2x10 N2 + BTR. Doug. Fir. WALLBOARD Sd 10" O.C. FIELD INTERIOR ZONE 18d COMMON p 6" O.C 8d COMMON p 12" O.C. p 12" O.C. SEE NOTE: 3 m v .2 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES A y in openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored be anchored JOINT DESCRIPTION QN SPACNAIL ING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NO' SCHEDULE NOTES ONLY, openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). and blocking where applicable. pica) building. STRUCTURAL Bd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment rE e attachment requirements shall u 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PLUMBING anchors where applicable to all connecting joists. NO 7ES PANELS WFCM - SBC be used. 7/16" OSB bd COMMO 3" O.C. EDGE v fittlal PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing met ud framing members with o w 3 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code, WALLBOARD Sd COOLERS 10" O.C . FIELD be substituted for common nails. on plans. tent approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted f 7). Provide 2 -1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related wort ng related work, JOINT DESCRIPTION NAIL NFIELD CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY VERIFY ify with the QTY. SPracing permitted. STRUCTURAL PANELS 6"OEXISTING CONDITIONS. MINIMUM 3000# CAPACIT 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the CAPACITY. where applicable unless otherwise noted. state code and manufacture's recommendation for maximurm hole size and spacing permitter 1" OR LESS 8d COMM. 12" 1). PROVIDE TYPEGERS FIRE STOPPING AT ICT MAXIMUM DISTANCES F( rn MUM DISTANCES FOR NON ACCESSIBLE AREAS. m 9). Provide blocking/bridging in floor joists at B'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES HANGERS AND AND ANCHORS WITH T EPROTECTIVE COATI PROTECTIVE COATWL FOR CONTACT WITH ACQ. under all bearing walls. 1). Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety ides and safer/ NOTES: 3). USE SON 3). INSTALL ALL I S -rco2 DEFECTOR IN ADDITION TO SMOKE OKE ALARMS PER FLOOR. ER FLOOR, requirements. H 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system datta and requirements with the its with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1). Nailing requirements are based on wall sheathing section R602.8 - FIREBLOCKING REQUIRED ' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir I to the General nailed 6" on-center at the panel edge. If wall sheathing Flreblacking shall be provided to cut off ell mncealed draft openings (both vertical and horizontal) cal and horc En CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout draxwing and submit It to the Genera Is nailed 3" on-center at the panel edge to obtain higher and to form an affective fire barrier between shades, and between a top story and the roof space. itl the roof space. . ~~~En/// U.N. Contractor and owner for final review and approval. shear capacities, nailing requirements for structural Fireblocking shall be provided In wood-frame construction in the followlnS lOtatiom. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTE ES: members shall be doubled, or alternate connectors, 1). In concealed spaces of stud walls and pardtlom. Including furred spaces, at the caning and floor telling end floor notatexding l0 over subfloor as per manufacture's Instructions. Such as shear plates, shall be used to maintain load path. levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as Breblocking in walls constructed In walls constructed 1). All electrical to be installed as per N.Y.S. Residential Cornstruction Code. using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected r as occur at soffits, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Undderwriter. bers,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizonml specs such as occur at soffits, mem drop callings pings llings and d soeo cove ceilings. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). Install Smoke detectors and Carbon Monoxide detectorrs throughout as per section R317 per section 0.317 to be reduced toi - 16d nail per foot. 3). In concealed spaces between stair gnugen at the top and bottom of the run. Enclosed spaces Enclosed spaces .;~~s q~~ under stairs shall comply with Section R314.0, N.Y.S. Residential Code. a4 w 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or of N.Y.S. Residential Construction Code. 4). At openings around gents, pipes end ducts at telling and floor level, to resist the free passage of the free passage of + DRAWN: MH / MS approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM flame and products of combustion. SCALE: NTS torch down type material over. 5). For the fireblocking of chimneys and fireplaces, refer to Section 0.1001.16. N.Y.S. Residential Code a.' Y.S. Residential Code. n, JOB H'. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ~J Ok^ s~ J.iy 13, 2010 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. SHEET NUNMER. ` 0 Zyd n 1 1 V RHV151ONS: REVIEW SET 02/04/2010 REVISED 0241/2010 REVISED 02126/2010 REVIEW SET 0443/2010 BID SET 0242n010 O0i11VE WAlI SI SpVANf AS R oN u~uinoEar ~ 1 A DUCT IN ALL • fAN 4UApU SWAY ® CONV[NSINL UNIT :1,Z ICE VALVES TRIII.INII' [ / fy/egrFd PFN0.N II.lCD FNDS FR~~RFSRRrtR}I17 52 SQUARE ~I .1 L T F RWEnrrn WA ! WAI111IINI .11. PFLIfTER dl ~ ~ LLlllL• covofMRN1 ILTER ]WAV 1111111111111 ~I II [~II1111 UWIT A.l 6A F UD Q p U] f] F] LI SpV RE 0.E1[ILE[ANT WULE y~~ R5 O 'j mNNErnON pL AIRM1' ]WAV cMEE CORNER All AN FlNIM FNOP ~ Lry° ~Hrkc VA r W LEAD[ EAUSH uao AIEbm ` 6' [NONL UNIT ALLA0.0VNU oRO+~ ° 4 `fir W r M If YMKESEATfO PFFPI4EMNT ••V SUOCONC0.R A] 3~~II ~~~~p~ E3 FC SIDE VIEW SIDE VIEW FROM VIEW Vary I .AY 6"YEVONV UNIALLApOUNU WITIIINSVUTION AHU A Nnrvolwc ryURON YAIXSIpE pf WALL (OVR IN WALL EEIWfEN SillpS '~r 4 LLLIL! b"TRICK GONG MU.E%TENU REMILEMNTSUCTIONOO REFMLEAANE MOULD LINE A-0RIUARE e^ CA EA SILIRLVSSWRXMOISTURf UNIT UICATOR FILTEWUR R CONVUIT,NMERANO RETURN AI0. UNUM WALL MOUNTED RETURN AIR GRILLE DETAIL 4WAY CONTROL 0 0 MAIN WALL m"_ N.T 5. ~ ~o-4o-~" N CONDENSATE PIPE AIR-COOLED CONDENSING UNIT T DENSA R LOWER [ONCEN3ATl PUMP LEVfI - SLAB MOUNTED AT GRADE `I WALL MOUNTED SUPPLY DLCTSEALER REGISTER DETAIL ~LOI AIR CONDITIONING DITIONING SYSTEM DETAIL W curar NOT TO SCALE tTICAL AIR HANDLING UNIT DIFFUSER PATTER ISER PATTERNS WITH VERTICAL AIR t WITH NOTTOSGLE VDI.D NOTTOSCALE St CONDENSING UNIT M NJ ING UNIT MOUNTED AT GRADE N.., 1/1NCEI RECTANOVUP TO ROVNU AIRHANOLIN°VNUNI CAO NLUU0. TOROUNU SUPPLYAI0. MNN Q AI0.CONURIONINCUNR I LAND I VNINL iEC9ON AS INVICATEV TH 3 QQR ANESS N PNINLVANES I I U CDOUNL COIL °W VELOCNY pVR CONNECN°NASINDICATEO OPAINPAN W/ACOVIIIGLNNINL % npU-W ON PYN[A4 rvEN0. Q IX.A VUCTUTA O N NlN T 1. `^FL MIMIMVM SRE Ii/1" AEWE 41/1' RIOIU Op[} RILIU NLIT u Alp po rn 0 4 1~1 (",CENLTH LP) VAV IO% AIR OW INLCTVOLLMC LONROL OAMFER 1. E[• AS- 1_1 \ AOAROp T_ AW REFA qA ULL51ECpNUNRCONNECTION. FLfMIELf pVR0.UNOUi E%RNDFULLSILU. LNEA0.IDfiVSEP iFASLFN ANp SEAL TOLONNNSATEIUMP 1 1 'DLR CONNfCIION MAIN W'D :uO, A'f 9O0"FOq IN4 h~A~~ NO~UL~ O Ntr S11IIE0. DAMEFRf ROaf [MNCH E0. VAMEERf ROOT OLE, pORANCH 9poro O 41a7f4 10 E All L CONNERO0. OR SPIN [°WR ONNPRION ITOROPSPIN [OWR EION NOTE LR EC "W+ N4/IV qO. 4 URAINPWO E OF 9'ANOMA0.E EpWLTO VO CL C R UIMf (RpANN CFM MMN CFMIaW YN +C \Np N/T 4~'O CONDENSATE DRAIN DETAIL LINEAR DIFFUSER CONNECTION TERMINAL BOX CONS NO I SLn4E NOTTOSCALE rvar rO SCALE BOX CONNECTION UNEQUAL SPLIT L wJ~kl.4NY', /1 lV ~N1kQ' N~Ai4 rvar rp EGLLE DUCT TEE CONNECTION DETAIL ~~.N NpT'N J~Nn HJ' SU PLY UR Mnw -HL[ SUPPLY AR MAIN nm TO aNE LWa' Q R~ENW I wrnvvR Tt p~`4N Lo~ 6`oP TOgj P. AI0. AI0. LaH°WI'+~~~ W TEAMINALnIR UI UN r I1MINALAI0. VNli ® FLOW R3• ROW y[ 5526 a FLE%IYLE 0.UNOUT MAR Sbl°NL SSESU 0.VNOUT AS Sb. U`NL acc T~TNjNN PEV4~NgNL DOSP NSE VIIN.Ee' HORIZONTAL AIR HANDLING UNIT WITH rLRK_VANE[ SLoNO6' oN@~ RNI, a D-R CDID. LIMIER mNL"" WaE LMAR ATTACHED HOT WATER COIL DETAIL RANLH X1Yfr EEj 4~ A.I loll ANAL AIR UNIT ouLT DtRANNIN ua UVCr B~~oo ESN t~ 1~ [~2j~ F]~y o.'I°,READ WAND WITH RLLONE NALLL REM°~AYLELAI DUCT CONNECT[ 'CONNECTION 1,pNN 4 ~4 ~oa[1'~ ~4-0~R O fr NOTTOSGL1 NETTEiCAU EQUAL SPLIT DPAIN PAN ORHI DIfwNY NOTT.I.B UP FLOW VERTICAL AIR HANDLING UNIT O Q WITH ATTACHED HOT WATER COIL DETAIL S~ o TYPICAL DIFFUSER CONNECTION REE mAINRnURNAIROUCT m.uN RfruRN nlROUCr emVSTICLNIN. GENERAL NOTES - HVAC G TERMINAL AIR UI AILI ONE of p0.AIN (SIDE OF DUCT CONN N N IS mNNE41oN Nal 1. imuu CH LIMON SON A.L91I 1UNINL WNEREINMICATEU FAUL INOIC1lEO ITES - HVAC NTS. Q U ECIUALTO ,AN fLATNE STATIC PRESSURE SIIfEIMETAL "AL UO v, 4J. SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGH SAFINL ALLA0.0R 1MIN. SC iCIL AIR AIR SCOPE OF WORK: AL SECTANOU4R W RovNO RLII FLOW ]).THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK MATERIALS AND LABOR TO OUT WHERE FLOW EXCEEDS 150 CFM. U NNYLLR E Fmw SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. 5). 57. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA: STANDARDS O AIRC muN AIR OAP N AND ACCEPTED GOOD PRACTICE LOCAL POI D,~ ACOUSTIC INNS 1). ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WILL ALL LOCAL LE AND STATE CODES AND ALL OTHER RELULLATION 6OVERNIN6 WORK OF THIS 6). S 6). ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 14n" FIBERGLASS f1O°q ONAIR OR W F400RSINE, 415 NATURE. INSULATING BLANKET WITH ALUMINUM FOIL FACING. SECURE WITH ADHESIVE APPLIED DIRECTLY TO THE DUCT TAPE IN 4INCH WIDE STRIPS AROUND THE LOWR `FNE0.FREOUIPE? HAND 3) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING (IF ANY) RRANLH CONDITIONS AND RfNEEW CONSTRUCTION DOCUMENTS PRIOR TO PROCEEDING DUCT ON 12 INCH CENTERS AND TAPE ALL JOINTS. ZING ,O.L,T M1SMIFE eMEPNALIrvSVUnaN REnRN AIR O`T WITH ANV WORK.WHEPLE DISCREPENCIES OCCUR9ETWEEN THESE pOCUMENTS TS ]f. ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWN STREAM OF HVAC UNIT CONDENSATE DRAIN DETAIL WNEPLPFDDIRED SECRREDDIAL TOE:AFINL IMnx«NLTnr N'1 WuNo WNH IAC.W WHERERLqumEV eMNCN HnNO AND EXISTING CONDITIONS, THE DISCREPENCY SHALL BE REPORTED TO THE IWULEFEETIGHT NAOUR VOLUME OWNERAND ARCHTECT/ENGINEER FOR EXPEDITING AND RESOLVE. SHALL BE INTERNALLY LINED WITH AN ACCOUSTICAL DUCT LINER. ACCOUSTICAL DUCT LININGS SHALL OF I INCH THICK OWENS-CORNING AEROFLEX TYPE 300 I N, IFx DLR SHEFTMETALSLEEVCIMIN l]°Aj IENSHAU SEAR ALL AROUND TOR CCI WITH TO BLEVE VOOAMfEp COMPLYING WITH FIRE CLASSIFICATION REQUIREMENTS OF NFPA 90A AND 9DB CT ADHERE LINER TO DUCT WITH FIRE RESISTANT ADHESIVES AND WELDED PIN MATCHNE@INU EYTEPNALINSULATIION EIRMALLMELTITION EA4). ALL EQUIPMENT AND MIATERIALS SHALL BE APPROVED BY ENGINEER, ARCHITECT 'Equ"q LIImNEF L DUCTuFTo rV', AND OWNER TYPE MECHANICAL FASTEN ERS AS INDICATED IN SMACNA STAN CARDS. SHEET ~EOUALS WIVRI OF [MNCH OUR Ue T14• I]' FO0. ALL EMNCH O OU. RS URLf0.iHAN 1]l METAL DIMENSIONS SHALL BE INCREASED TO ACCOMMODATE LINING THICKN ESS. H r Ron O ED, S FOp AU ppl ED. IAN.FED AN D' 5). ALL WORK SHALL BE PERVORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE :ARE a IEIYNC DUCT PENETRATK PENETRATION THROUGH SHALL BE EXERCISED TO IMINIMIZE ANY INCONVENANCE OR DISTURBANCE TO BL CONTRACTOR SHALL INSPECT THE EXISTING DUCTWORK (IF ENV) FOR DEFECTS NON-FIRE RATED' TYPICAL RETURN AIR TYPICAL SUPPLY AIR OTHER AREAS OF THE BUILDING. B). FIRE RATED WALL BRANCH DUCT TAKE-OFF 6) ALL SHUT DOWNS OF EXISTING SYSTEMS SHALL BE SCHEDULED AND APPROVED AND ORM TOT OWNER, ARCHITECT AUL CLEAN PRIOR p ~ r+ di I TO O PERFORMING ANY NY WORK CONTRACTOR S HAUL CLEANAN ALL EXISTING DUCTWORK. FD rn STAINLESS STEEL CUMP [OYNC 0LIF11IEP NOTTOSCALE KAT'll BRANCH DUCT TAKE-OFF NOITHDICTE BY THE OWNER PRIOR TEO COMMENCING WITH WORK. GRILLES, REGISTERS AND DIFFUSERS PRIOR TO INSALLING THE N NEW WORK WORK AWUCp YI 11.1-HOUR OVER UNITES TO HOLD DUCT CLEAN THE JOB SITE DAIILY AND REMOVE FROM PREMISES ANY DIRT AND DEBRIS DR 315 DRAINAGE PIPING (CONDESATE): p' vW] TI COT ACAI NET T. NT DUCT TYPICAL DIFFUSER CONNECTION OR EOY1'PNT CAUSED BY THE PERFORIMANCE OF THE WORK INCLUDED IN THIS CONTRACT. I). 13. PIPING SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS, PITCHED (BOTTOM OF DUCT CONN DICTION; NDTTOSLAH 8). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF THEIR OWN YM HORIZONTALLY LINES I"IN 10'-U. CONDENSATE DRAINS SHALL BE ROUTED a surra AP DUCT ELENreLE IrvsNnTFD PIANO rnit~ li EnP1 FFF oernP NAIN PROPERTY ON THE JOR SITE. OWNER ASSUMES NO RE5PONSIBILITY FORTHE PROTECTION OF PROPERTIES AGAINST FIRE, THEFT AND ENVIROMENTAL CONDITIONS. TO FLOOR DRAIN OR INDIRECT WASTE DRAIN. cn L eN DITIONS. HVAC CONTROLS: C' 2 DUCTWORK COLIAN BOR U In a NPITACULL. XNIIFAUOxD se 9).CONTRACTOR SHALLCOORDINATE THEIR WORK WITH ALL OTHER TRADES PRIOR olrnn limrD F A"'° TO FABRICATION, PURCIHASE AND / OR INSTALLATION OF ALL WORK. 1). INK r~~ H% 1). CONTRACTOR TO SUPPLY AN D INSTALL ALL CONTROL WIRING AND THERMOSTATS W b UI b IDEN AS REQUIRED. N C.NCEIOSI-E EMVANROXSNIEN WAILO, 31lELEFAMA LLVA MM! A m PERMITS: ELI ELECTRICAL: L W F rOlioM[HOLD TMITFf15H0 WxENEVE0.DVR, AL, 1). THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND / OR urvs nP+.AN n :n [pF muNKI " APPLICATIONS AND PAY ANY AND ALL FEES FOR RELATED PROJECT WORK. I), .NnEVIl ' E'ANr Nnu~~orv a„uwinFfNmwN uovo FRs IL CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF AN RE OROYVEO TORTNER Ip ILLMRFAD STAINLESS STEEL CUMP •PMULA "'NO NNFCTOMWINCSEOD O 0 w w nNIAKARN uNF SHOP DRAWINGS: OF WIRING FOR EACH HVAC UNIT. Ali TO P TAI I LE HRAN EETMETAL YMYIPLSZ[ NE~~ PII PIPE SUPPORTS: JOR Dun HIDER OL. I). CONTRACTOR SHALL SUBMIT A MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ENIGINEER, ARCHITECT AND OWNER FOR APPROVAL ALL 1), 1), ALL PIPES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT U) sOUARE 9o EIBOM ROUND A? EIIOJI SQUARE BS ELBOW DRAWINGS SUBMITTED SHALL BE CLEARLY LABELED pourvo so ELBOW AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT tC'++ PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED TYPICAL FLEXIBLE DUCT CONNECTION pouno DNRF CONSTRUCTION OF B? Eo"s CONSTRUCTION OF 45 EOOWS upenc FLE%IB LE TYPE DUCT: rluN VnxFCFFF B FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. V SINGLE 0.ECTANLOLA0. DUCT MVLTIPLE DUCT RUNS ON TRAPEZE HANGERS frxn.FnonwrtR MEN onuTnFIS IHTFr i). DUCT SHALL BE OF TWO (2) ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A MI U A MISCELLANEOUS; Q IYa KEn E" ANCUIVMER NE%LD C" HA .1.11.T I fmfsxorra-.Kano EnnnLILAFFv in+ ~O CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH v I. *oe o urvv f AMINERAL BASE FLEXIBLE DUCT CONNECTORS SHALL BE LISTED BY UL, CUSS 1 1). H G~//~,, 0. THE CONTRACTOR SHALL SPRAY PAINT THE INSIDE OF DUCT BLACK, BEHIND ALL En CONNECTOR TO STNUCTVPAL SVPPO0.TIN4 MiMRERiO CE THE SAME FO0. VEATILN, OIAGONALi LENCTI OF INC. EXCEEDS [rt THAN IT'.OC LOS WNCIVINALL4 SEE ldEOULE ODOIMM II, YU MTCNNEDIAR roan SQUARE URANCH TAKEOFF DUCTS AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEEDING 25 ANDA A GRILLES AND REGISTERS. -ell CONSTRUCTION OPnRANCH TAKEOFFS FROM MAIN SMOKE DEVELOPED RATING NOT EXCEEDING 50. 2). 2). ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT W NN,Rj WPICAL RECT NPICAL aECinNGUUa TaANSInoN NPIGLnFCFANwuR TO aouNOTMrvsITIOrv 2).FLE%IBLE DUCTWORKSHALLSIE RATEDCLASS I.WHEN TESTED UNDER THE INSTALLATION NOTES REQUIREMENTS OF UL 181. FLEXIBLE DUCT SHALL NOT EXCEED SIX(6)FEET OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR N IWO CONDITIONED SPACE. ~i I' AT NI ti% ~ne mAx 1ANES .xonoommAxeAV IN LEGTH. FLEX DUCT SHALL BE EQUAL TO CERTAINTEED"CERTAFLEW G25 MUN INEI rva wiuuxrv+xu+nLf° DUCT \ JJ IHL^r LO '.Irr I V_ oD1iNE NETMnILINC1, / FLE%IBLEHOSE PREINSULATEO WITH Id/2 NCH THICKFIBERGAISS INSULATION 3), OFf6VA1ME IQE Al J 3). COORDINATE INSTALLATION Of ALL ROOF FLASHING AT ROOF PENTRATION. ' PLOTICAl" ; oroYCr NL.I~NICv EEICNEULE fix`. A, <moRi.ransrneuxT ~wayn:+rn eeaaom orv :ESO6~aera° WITH POLYETHYLENE JACKET HOSE SHALL RE POYLESTER WITH EMBEDDED NPICAL SPLI7ER DAMPER AIF~ ^rv a N:NNAKENe HELICAL STEEL WIRE. 4), 4). VERIFY ALL FIGURES, CONDITIONS AND DIMENSIONS AT JOB SITE, f.5 $ SONUiww AL'D• D'E:y~ For FLOOx D[uILP R E HORi ONTAL'L' ONE EA D'Of `q N Na mm~ E r Inam FFmnrw.nanvexuuer rw:v 3). HVAC UNIT FLE%IB LEDU CT CONNECTORS SHALL BE AMINIMUM OFSIX (6) 1 N CH ES TO 5Juxx i oN r LONL AND HELD IN PLACE WfIH HEAVY METAL BANDS, SECURELY ATTATC TATCHEDED TO CHES 5). THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS Of HVAC EQU IPMENT DO SEE.lDUIE DUCT FOp Rif NPN n-I p D RESCHEDULE EI I'NI LWR OMF PREVENT ANY LEAKAGE AT THE CONNECTION POINTS, FLE%IBLE CONNEOIONS SHALL )TO TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. JS SHALL IsHONON OOrtEOI p ~ Yl Tiny 'H MPu .~J~~~/T~7~'{IyJ~.~r]1{f~I~~~~ x BE FABRICATED FROM APPROVED FLAME PROOF FABRIC CONFORMING TO NFPA BOA. TE I A""" I"I'L 11, I'll A' AIIIN Elrnv mrolnr LLLJ AT11 ENINNfruHINAurraneru cwuvF ASBESTOS CLOTH IS NOT ACCEPTABLE. FPA 90A. TESTING AND BAIANCING: lL`, P.C SEAL NOT A"U` OIL 1). THE HVAC SYSTEM SHALL BE TESTED AND BALANCED BY AN INDEPENDANT AGENCY, eoLTS- NUILUTI ON ¢ I wcrrzer~L-ET WITH THE DAD YRX,EA ANLLES EUNl fOR9EF ANDMIUIM 4). CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FIEXIRLE DUCT. rm DUCT. UNDER THE SUPERVISION OF A LICENSED PROFFESSIONAL ENGINEER. ASEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER G Bp a pU[i 3RE DUCT ROUND DUCT DOER SUPPORT EATeti EAEND aFNArr ' wnAUauvAxrx:snu¢oponrvnwnn uuss. DUCTWORK: NCIAOaNTaa IAN-uiw FOR REVIEW AND APPROVAL DETML OF TURN VANES HORRONTAL VERTICAL NmTa: NEINANT HN-[EH. 11. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND GI GUARANTEE. 311E iEOF LT DSTAK OFT[ £ L TYPICAL FINE DAMPER TYPICAL VOLUME DAMPER P xD INSTALLED IN ACCORDANCE WITH ASHRAE STAN DARES AND SMACNA"HVAC DUCT HENA lNTHNH w of TAK A CONSTRUCTION STANDARDS" EXCEPT THAT DUCTWORK SHALL BE A MINIMUM 1) DUCT M I) MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FORA m§g DYLE HANGER AND SUPPORT DETAILS FOR owloamumFSxowaur THICKNESS OF 24 GAUGE. PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHIC APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THE CONTRACTOBJS,W -OOR IN,DUTION WHERE PIOYIRN LOW PRESSURE DUCTWORK (UP THRU 2" WG)) DETAILS OF THE LOW VELOCITY DUCT LAYOUT Nax ANNING NIEE aD a ~xx 2). CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS A m SCF55 2) FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR S'iIL' 1 (VARIOUS METHODS OF ATTACHMENT) nv meu v PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR 2) AHO All AE- VERTICLE FIRE PARTITION, OR AS OTHERWISE SPECIFIED FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN, th DRAWN 'MH/MS TYPICAL CENTER BRACING FOR RECTANGULAR DUCTS NOTHIS LEASE NOT TO SCALE WORK OR EQUIPMENT FURNISHED AND MAULED BYST` n i SCALE: NTS 31 ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS. JOB b. July 13, 2010 SUr TNUMBER: . A-19 REVISIONS REVIEW M 02104/2010 RN15EO 02/11/2010 REVISED 02/26/2010 REVIEW SET 04/13/2010 BID SEE 02/12/2010 REVISED 02/9/2010 REVISED 0B/ID/2010 ROOM FINISH SCHEDULE REMARKS: ROOM NAME: FLOORING: WALLS: CEILING: REMARKS: ROOM NAME: FLOORING: WALLS: CEILING: RE 1ST. FLOOR: 2ND. FLOOR: 30ARD WALL DETAIL No. 2: 52" HIGH GARAGE CONCRETE 5/8" TYPE-X GYPSUM BOARD 5/8" TYPE-X GYPSUM BOARD PAINT ALL GYPSL JT ALL GYPSUM BOARD HALL 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD STAIR HALL 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD WALL DETAIL No. 2: 52" HIGH BREEZEWAY PAVERS HOUSE SIDING 1X6 T&G VJ CEDAR LL DETAIL No. 1: 48" BEADED WAINSCOTTING AT 2"OC ATTIC STAIR PINE TREAD, PAINTED RISER 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD BUILT INS UNDER STAIR MUD ROOM TILE 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD WALL DETAIL No LL DETAIL No. 1.: 42" BEADED WAINSCOTTING AT 3"OC BEDROOM No. 1 3-1/2" SELECT RED OAK FLOORING 5/B" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD WALL DETAIL No. 2: 30" HIGH BACK STAIRS RED OAK TREAD 5/8" GYPSUM BOARD 518" GYPSUM BOARD WALL DETAIL No PAINTED RISERS LL DETAIL No. 1.: 48" BEADED WAINSCOTTING AT 3"OC CLOSET 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD HALL 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD WALL DETAIL No BEDROOM No. 2 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD WALL DETAIL No. 2: 52" HIGH CLOSET 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 518" GYPSUM BOARD LL DETAIL No. 6: 58" HIGH CLOSET 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD DEN 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD WALL DETAIL Nc DECK TIMBERTECH EARTHWOOD DECKING TIMBERTECH RADIANCE RAIL INSTALL DECKING WITH TIMBERTECH OFFICE 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD CONCEALoc® FASTENERS &TWINfASCIA® W LL DETAIL No. 7: FULL HEIGHT SITTING AREA 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 1X6 T&G CL. CEDAR EDAR WALL DETAIL No. 7: 52" HIGH GAME ROOM 1X4 T&G E&CB CEDAR WALL DETAIL Nc BUILT IN TRUNDLE BEDS w LL DETAIL No. 3 BEDROOM No. 3 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD WALL DETAIL No. 1: 52" HIGH IQ~ WQ ENTRY 518" GYPSUM BOARD 5/8" GYPSUM BOARD WALL DETAIL Nc ,LL DETAIL No. 3 CLOSET 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD MAIN STAIRS 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD WALL DETAIL Nc INSTALL DECKING WITH TIMBERTECH W x DECK TIMBERTECH EARTHWOOD DECKING TIMBERTECH RADIANCE RAIL CONCEALoc® FASTENERS &TWINfASCIA® CLOSET 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD FFERED CEILING w/ WAINSCOTTING BEDROOM No. 4 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD COFFERED CEILII iLT INS AT NORTH AND SOUTH WALLS 30ARD WALL DETAIL No. 1: 52" HIGH 0 LIVING ROOM BUILT INS AT NC p,y o '-L HEIGHT BEADED WAINSCOTTING CLOSET 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD ,.0 PANTRY 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD FULL HEIGHT BE. INSTALL DECKING WITH TIMBERTECH CONCEALoc® FASTENERS & TWINfASCIA® 1MED WITH GYPSUM BOARD DECK TIMBERTECH EARTHWOOD DECKING TIMBERTECH RADIIANCE RAIL KITCHEN 5/8" GYPSUM BOARD 518" GYPSUM BOARD BEAMED WITH C 4MED CEILING WITH BEADED WAINSCOTTING MASTER BEDROOM 3.1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD WALL DETAIL No. 8: 52" HIGH 518" GYPSUM BOARD 5/8" GYPSUM BOARD BEAMED ( \LL TILE AT CABINETS COFFERED CEILINGS w/ WAINSCOTTING DINING ROOM WALL TILE E AT AT C) EDAR WALL DETAIL No. 7: 52" HIGH SCREENED PORCH TILE HOUSE SIDING 1X4 T&G E&CB CEDAR WALL DETAIL Nc ILL DETAIL No. 7: FULL HEIGHT SITTING AREA 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 1X4 T&G CL. CEDAR BUILT IN SEAT MOISTURE-RESISTANT GYPSUM BD. MOISTURE-RESISTANT GYPPSUM BD. WALL DETAIL Nc \LL DETAIL No. 1: 48" HIGH CLOSET No. 1 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD BATH No. 4 TILE TILE AT TUB / SHOWER AND FULL HEIGI D FULL HEIGHT ABOVE BENCH \LL DETAIL No. is 48" HIGH CLOSET No. 2 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD N HALF BATH TILE MOISTURE-RESISTANT GYPSUM BD. MOISTURE-RESISTANT GYPSUM BD. WALL DETAIL Ni ri) TIMBERTECH RADIANCE RAIL 1X6 T&G E&CB VERSATEX INSTALL DECKIN FALL DECKING WITH TIMBERTECH BOARD WEST PORCH TIMBERTECH EARTHWOOD DECKING 20" DIA. F.G. COLUMNS W/ CAP & BASE CONCEALoc® F, iNCEALoc® FASTENERS & TWINfASCIA/ HALL 3-1/2" SELECT RED OAK FLOORING 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD INSTALL DECKING WITH TIMBERTECH TIMBERTECH RADIANCE RAIL 1X6 T&G E&CB VERSATEX INSTALL DECKIN TALL DECKING WITH TIMBERTECH DECK TIMBERTECH EARTHWOOD DECKING TIMBERTECH RADIIANCE RAIL CONCEALoc® FASTENERS & TWINfASCIA® O d EAST PORCH TIMBERTECH EARTHWOOD DECKING 20" DIA. F.G. COLUMNS w/ CAP & BASE CONCEALoc® R ~NCEALoc1 FASTENERS & TWINfASCIAS INSTALL DECKIN ;TALL DECKING WITH TIMBERTECH LAUNDRY ROOM TILE 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 30ARD WALL DETAIL No. 1: 48" HIGH d m NORTH DECK TIMBERTECH EARTHWOOD DECKING TIMBERTECH RADIANCE RAIL CONCEALoc® F, INCEALoc1 FASTENERS & TWINfASCIA0 WUF BOARD U CLOSET TILE 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD PERGOLA 20" DIA. F.G. COLUMNS w/ CAP & BASE - TIMBERTECH EARTHWOOD DECKING TIMBERTECH RALHANCE RAIL 1X4 T&G E&CB CEDAR TRANSOMS BET ANSOMS BETWEEN POSTS BATH No. 1 TILE MOISTURE-RESISTANT GYPSUM BD. MOISTURE-RESISTANT GYPS TILE AT TUB / SHOWER SISTANT GYPSUM BD. WALL DETAIL No. 4: 48" HIGH GAZEBO 6X6 POST (WRAPPED w/ IX VERSITEX) STALL DECKING WITH TIMBERTECH BATH No. 2 TILE MOISTURE-RESISTANT GYPSUM BD. MOISTURE-RESISTANT GYPS SISTANT GYPSUM BD. WALL DETAIL No. 1: 36" HIGH SOUTH DECK TIMBERTECH EARTHWOOD DECKING TIMBERTECH RADIANCE RAIL INSTALL DECKIN CONCEALocS F. INCEALoc1 FASTENERS trqASCIAS TILE AT TUB / SHOWER OVIDE DRAIN BATH No. 3 TILE MOISTURE-RESISTANT GYPS 51STANT GYPSUM BD. WALL DETAIL No. 1: 36" HIGH OUTDOOR SHOWER STONE CLEAR CEDAR - PROVIDE DRAIN 0 MASTER BATH TILE MOISTURE-RESISTANT GYPS 51STANT GYPSUM BD. WALL DETAIL No. 8: 36" HIGH N c m d a m ~ ai u TOILET/ BIDET ROOM TILE MOISTURE-RESISTANT GYPSUM BD. MOISTURE-RESISTANT GYPS SISTANT GYPSUM BD. WALL DETAIL No. 8: 36" HIGH o m . O -r+ OPTION: ~ Z w v A PROVIDE ALTERNATIVE gATIVE PRICE FOR ALL IPE DECKING W/ RAILING (SEE DETAIL) SIMPSON H2.5 v m TY-DOWN ANCHOR AT EACH 101ST Dw3 HANDRAIL; 1-1/2X94/2" 12deg. ANGLE c, GIRDER Y" O (2) 1/2" DIA GAD). SIMPSON ABU ANCHOR WITH MIN. 1/2"XB" ANCHORBOL DOLTS (STAGGERED) i O WITH WASHERS 6 NUTS WITH WASHER &NUT (GALV.) ~t,r• k•,~ CONCRETE 12deg. ANGLE 3/4" QTR. 0.ND (2) 1/2' DIIA. GALV. - - - 3/4X5-1/2 BOLTS (STAGGERED) y PIER 1- 1.1/2X5.1/2 WITH WASHER'S & NUTS 1/2XI.1/2 POST u 3/4x-3/4 O w DECKJOIST I-1/2X1-1/2 -1/2X1-1/2 ACQ POST DECKJOIST Qi GIRDER Ix RISER BALUSTER BALUSTER 1/2" (NOTCHED) 10d GALV. NAILS TRIM BD. .4 0 N 10d CAW. NAILS 0, MIN. (2) FASTENERS (2)1/2" DIA. GALV. b 4 11 o" RIM JOIST >~g (STAGGERED) ,0 AT ENDS 6JOINTS 6X6 ACQ POST BOLTS (STAGGERED) (CONTINUED FRO WITH WASHERS & NUTS NEWEL POST (TYP)) a `a °~vd v d ~i 30" MA) SIMPSON ABU ANCHOR WITH „p U U) 36" MIN. I/2"XB" ANCHORROLT 12" THICK CONCRETE FTC WITH WASHER & NUT (GALV.) 4 C• P n~ P v - . d o,°P ° . d ~ Q e Q CONCRETE PIER 4 ~ 04° 4 ~ ° p a BALUSTER CAP TO BE 2.1 4 v ° FASTEN TO HANDRAIL FROM UNDERNEATH HANDRAIL 1. 1-1/2X1-1/2 BALUSTER I 12deg, ANGLE ";,r "If G IN 3'- E DRAWN' MH/MS BALUSTER CAP TO BE 1 1.1/2X3.1/2 314X7-114 3/4X2 ; jND OIL SCALE: NTS FASTEN TO EACH BALUSTER RAILING TO BE FASTENED TO POST w/ STAINLESS STEEL g JOB August 102010 ' SCREWS. PLUG IN HOLES. FINISHED DECK/PATIO SURFACE SHEET NUMBER. BOX IN EXB ACQ POST 4Ar A-21