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HomeMy WebLinkAbout29926-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30712 Date: 01/25/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 155 CAIOLA CT GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 3 Lot 19.16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 5, 2003 pursuant to which Building Permit No. 29926-Z dated DECEMBER 8, 2003 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 FRONT ENTRY WAY, REAR DECK, OUTDOOR SHOWER STALL AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to BAYBERRY BUILDERS LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0131 01/14/05 ELECTRICAL CERTIFICATE NO. 87692C 12/20/04 PLUMBERS CERTIFICATION DATED 01/07/05 T & F ENTERPRISES INC A hor' ed S gnature Rev. 1/81 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. 29926 Z Date DECEMBER 8, 2003 Permission is hereby granted to: OF EDEN LLC EAST 230 EAST 85 ST NEW YORK,NY 10028 for CONSTRUCTION OF A NEW 4 BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 155 CAIOLA CT GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 016 pursuant to application dated DECEMBER 5, 2003 and approved by the Building Inspector to expire on JUNE 8, 20-.05--.-.- Fee 5_.._._Fee $ 1, 712 . 10 f; X A ori z ignature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOI.D BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ,576r- House No. Street Hamlet Owner or Owners of Property: S e r C— Suffolk County Tax Map No 1000,Section 33/ Block 0.3 Lot , Subdivisionq1 �i16 6<5-V�. Filed Map. J (�(y Lot: / Permit No. � 1 7Z(�' �O Date of Permit. O-3 Applicant: Ec,6 LL Health Dept. Approval: Underwriters Approval: / Z /&Z" / T"- Planning Board Approval: /- (4/Q �'T / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 2 S, az� (:�C) 27 3 C) �— �( -_ APWIi nt Signature I Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 12/20/2004 375 Dunton Avenue 87692C East Patchogue,New York 11772 (631)286-6642 Issued To: Bayberry Builders Street: 16 Cialo Court Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: Contractor: New Age Electric (L) Lic. # 4816-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor X Indoor ❑x Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage X❑ Attic X❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 48 50 54 1 2 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 20 1 1 Gas 1/20 Furnace Oil Gas Circulators Smoke Defector Bell Transformer 2 Air X 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 X / 2 Bldg. Permit: Other Equipment e 1 200amp main panel 1 40/220V a/c disconnect 1 30/220V a/c disconnect Hugo S. Surdi President s Rough Inspection: 05/13/2004 Inspector: John McMahon III Final Inspection: 12/16/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall,53095 Main Road v, AN 2 Fax(631)765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold,New York 11971-0959 �Ol � ��� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / 6 -7 0 s Building Permit No. 2 2 b Owner: 46aR rru i dk f�'sL (� (Please rint) Plumber: I d l n+g-r D (Please print) / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( lumbers Si ature) Sworn to before me this day of i5B9U 4)P- , 20-01- LAUREN K.SMITH Notary Public-State of New York No.01 SM6011907 Qualified in Suffolk County My Commission Expires Aug.17, 900 Notary Public, County HAWKINS WEBB JAEGER ASSOC. P.C. ENGINEERS ■ ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAR 1872 WILLIAM L.JAEGER II, P.E., L.S MATTHEW D. CRANE L.S. MICHAEL F. MORBILLO AIA FRANCIS A. HAWKINS 1913 HERMAN P. HAWKINS 1962 CHARLES S.WEBB JR. L.S. January 4, 2005 Building Department Town of Southold Town Hall, 53095 Route 25, P.O. Box 1179 Southold,NY 11971 Attn: Building Inspector Re: Lot 15 Caiola ct., verification of footing depth& diameter This letter is to inform you that the deck footings are 3 feet below grade and the footings are 12 inches in diameter. If you have any questions or would like to discuss this further then please contact me at my office at(63 1) 732-7777, ext.112. Thank you for your attention to this matter. i cerely, is ael F. Morbill , Al Architectural Department Manager JAS 2 d BRED Aq0 No.025202 yOQ� F OF IN 3239 RT. 112 BLDG.8-SUITE 1 MEDFORD, NY 11763 ESTABLISHED 1872 LV1LLll\lS 1J0x%lyll1 L' ^- l lTlil\L`1\<.11L'lix%jUA7A. DATE REVIEWEDI RT/03 APPLICANT: T Of &pcj DATE SUBMITTED:/,/x/03 SCTM#DISTRICT: 1,000, SECTION: 3 3 ,BLOCK: , LOT: SUBDIVISION: Wt ADDRESS41Qif CITY: ZONINGDISTRICT: CONFORMING?_ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP�=Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after' REQ. LOT SIZE: ACT. LOT SIZE:1101 REQ. LOT COV. 7), ACT. LOT COV. REQ. FRONT PROP. FRONT SIDE ACT. SIDE REQ. REAR jy PROP. REAR REQ. EIGHT PROP. HEIGHT PROJECT DESCRIPTION: W ESTIMATED PROJECT COST: ARCHITECT WATER FRONT? 40 DESCRIPTION: PANEL # FLOOD 70NE , APPROVALS REQUIRED Q�a, SUFFOLK COUNTY HEALTH DEPT: ®E or NO, (BED ft DTE:I /_/ 3 PERMIT#: � . TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES ori DTE:_/ /_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE _/_/_ PERMIT#: TOWN ZONING BOl1RD APPROVAL: YES o DTE PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DT� _/_/_ ERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o j NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)CYES.oo NO NOTES: FEE STRUCTURE: FOUNDATION: q' SF FIRST FLOOR: SF SECOND FLOOR; SF OTHER: SF INIT OTHER TOTAL TOTAL: ,( d < ASF FEE FEE FEE t o �T 1. SF)- SF)= % SF X $ `)0 =$ �S(11i+$ 1)-D +$ =$ � ,� i � 2. (-SF)- ( SF)= SFX $ =$ +$ +$ _$ 3. (-SF)- ( SF)= SF X $-=$-+$-+$-= $ FINAL TOTAL: $ File No:4104 WARRE +1*gW. CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 63 1- (5161734-7492 June 9 2004 Building Department Torn of Southold 5309 Main Road Southold NY 11971 Re: Bayberry Builders L.L.C. 16 Caiola Court Greenport NY 11944 BP#299262 Gentlemen: Site visitation at the above reveals that the framing for the two story residence conforms to the New York State Building Code and approved plans . Sinerely. &avo Warren A. Sambach Sr. P.E. was:s cc: Bayberry F' .Ac File No: 4104A WARREN A.SAMBACH,SR. q�y CONSULTING ENGINEERS•PLANNERS 7675 COX LANE • P.O.BOX 1033 CUTCHOGUE,NY 11935 6 31-,4S1,6)734-7492 June 18 2004 Building Department Town of Southold P.O. Box 1170 Southold NY 11971 Re: Bayberry Builders L.L.C. 16 Caiola Court Greenport NY 11944 BP #299262 Gentlemen: Site visitation at the above reveals that there were no leaks in the plumbing pipe lines while under pressure and that the insulation installation conforms to the Building Code of the State of New York and approved plans. Sin erely, &��I Tz--� Warren A. Sambach Sr. P.E. was:s cc: Bayberry Lt a O6 -3 3 -3-I q , ) (01 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT t 0 3 C a f- IR-ockcove- s 1 ACR. / z RMW'fo,2 —L / 7,2-1 lo p3 Fa f of C4n 1:-�qsf o Ede ti L LO, TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE 25 v a C) 7/t o) - c4f)o LRav 1000 -71 lo I FRONTAGE ON WATER TILLABLE ' 6 16� FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL Z Tq New York State Office of Parks, Recreation and Historic Preservation Historic Preservation Field Services Bureau tewvowcsrara Peebles Island, PO Box 189, Waterford, New York 12188-0189 518-237-8643 Bernadette Castro Commissioner April 19, 2004 RECEIVED Naomi Brown APR 2 3 2004 NYSDEC Division of Environmental Permits SUNY Building 40 Southold Town Clerk Stony Brook, NY 11790 Dear Ms: Brown: Re: DEC 1-4738-03262/00002 Rockcove Estates, East of Eden Property Greenport,Town of Southold Suffolk County, NY 04PRO1750 Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP)with regard to the potential for this project to affect significant historical/cultural resources in accordance with Section 14.09 of the State Historic Preservation Act. OPRHP has reviewed the material you submitted and it is clear that this project is located in an extremely sensitive area for archaeological resources. As such, ORPHP recommends that the project area be subjected to Phase 1 archaeological testing. l Please be advised that the entire Rockcove Estates project area is wit'.iin an area identified as archaeologically sensitive on the New York State Archaeologically Sensitivity map, and as such the potential for impacting significant archaeological deposits should be considered under the State Environmental Quality Review Act(SEQRA). Therefore, we would recommend testing of the entire project area to insure that archaeological deposits are not adversely impacted. Please contact me at extension 3291, or by e-mail at douglas.macka(cboprhp.state.ny.us if you have any questions regarding these comments. cerely P � Douglas P. ackey Historic Preservation Program Analyst Archaeology Cc: Southold Town Planning Board C.Elilfeth A. Neville,Town Clerk An Equal Opportunity/Aiflrmadve Action Agency O prUbO on r--ps- peps New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Webeite:www.dec.state.ny.us Erin M.Crotty Commissioner 4�S NOTICE OF INCOMPLETE APPLICATION E E DE April 27, 2004 APR 2 8 2004 Charles R. Cuddy Southold Town PO Box 1547 planning Board Riverhead, New York 11901 _. Re: Application # 1-4738-03262/00001 East of Eden Property, 1380 Sound Drive, SCTM # 1000-33-3-19 APR 2 8 M . Dear Mr. Cuddy: The Department of Environmental Conservation has preliminarily reviewed the above application for a Tidal Wetlands permit to subdivide a parcel and construct stairways for beach access and we find the application deficient for the following information. 1. Pursuant to the State Environmental Quality Review Act (SEQRA) a designation of lead agency and a determination of significance:are necessary before your application can be f considered complete. You must provide a copy of the negative declaration if this has already been issued otherwise this Department will initiate a coordinated review with all involved agencies. 2. The State Historic preservation Act (SHPA) requires that State agencies, as part of their permit application review for"major"projects: (a) determine the nature and extent of archeological resources in a project area, and (b) protect and preserve significant archeological resources if discovered, to allow research and investigation. Our preliminary review of your application indicates that there is a significant possibility that cultural resources (prehistoric or historic archeological artifacts) exist at the project site. This assessment is based on the following: The site is within a stipulated area on the New York State Historic Preservation maps and files record archeological-remains in the project vicinity. This indicates a high potential for locating additional archeological sites within the proposed project area. — The proposed project area has environmental characteristics similar to recorded prehistoric sites. The soil is well drained and the terrain is fairly level. , Y The terrain of the area suggests erosion is moderate. Ground disturbance from recent or historic activities appears limited. The relative stability of the soil strata favors preservation of archeological remains. We therefore require a Stage 1 Archeological Survey to be conducted by a qualified archeologist. This is a two step process consisting of a Sensitivity Study (Stage 1 A) and a Field Investigation (Stage 1 B). I have enclosed some guidance information to assist you with these requirements. Your archeologist should prepare a report using the enclosed Report Format For Cultural . resource Investigations. Please submit two copies of the completed report with original documentation to the undersigned Environmental Analyst. In the event that cultural resources are located on your site; you will be advised on commencing a Stage 2 Survey. Your client must provide a copy of the Coastal Erosion Hazard Act permit or non- jurisdiction determination for the project. The above application will remain incomplete until the above items are adequately addressed and or fulfelled. L epartment strongly advises your client to refrain from any further ground disturbance at e until the Stage 1 Archeological Survey iscompleted. Any further ground disturbance destroy valuable cultural resources. Pl,(�ase do not hesitate to call me at (631) 444-0351 if you have any questions or wish to discuss this matter further. Sincerely, Naomi Brown Environmental Analyst Enclosure cc: East of Eden MHP Joshua Horton, Town Supervisor Valerie Scopaz, Town Planner ''Mafk Tafty, Senior Environmental Planner Albert J. Krupski, Jr., Town Trustees, President Lauren Standish file Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/05/03 Receipt#: 1409 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1409 Total Paid: $10.00 I �J 1 l r �.J Name: Bayberry, Builders Po Box 311 Wading River, NY 11792 Clerk ID: LINDAC Internal ID:83744 suiwINc DEPT. SPECTION [ZeeFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE � INSIX M-1eo2 BUILDING DE". SPECTION [ ] OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE P CE CHIMNEY i REMAR A DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE RIMNEY [ ] FIRE SAFETY INSPECTION REMARKS DATE v INSPECTO IIS 2-99 765.1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST ROUGH PLBG. [ 1 Il [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 INSPECTOR 60 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IySULATION [ ] FRAMING [��FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� 'a'� °� INSPECTOR�21' z�/ 2 111 �1' MAP IIIIP !TV A mull PROM • :M' , / 1011 MUM - � -:. • Wit,!1111 --- - --- -- - _ pill J / rig"TIM Mill ) � I � M >r� i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAI�,TMENT TOWN BALL Do you have or need the following � Planefore,applying? SOUTHOLD,NY 11971 Board of Health TEL: (631) 765-1802 3 sets of Building s_ FAX: (631) 765-9502 Plug Board appjoval Lll www. northfork.net/Southold/ PERMIT NO. 62�9"4 Survey_.,.,' -- Check Septic Form N.Y.S.D.E.C. Examined t�' 20 `3 Trustees Contact: Approved [ 20--.L Disapproved a/c Mail to: Expiration Phone:2 Building Inspector APPLICATION FOR BUILDING PERMIT Date b , 20 03 y INSTRUCTIONS F WS of plompletely filled in by typewriter or in ink and submitted to the Building Ins ans, accurate plot plan to scale.Fee according to schedule. g Inspector r with 3 b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. or d. Upon approval of this application;the Building Inspector will issue a Building Permit to the applicant. Such a shall be kept on the premises available for inspection throughout the work. e. No buildingoccupied or used in whole oin y purpose what so ever until the Building Inspector shall be occu r art for anPermit issues a Certificate of Occupancy, P P f. Every building permit shall expire if the work authorized has not commenced within 12 months after the issuance or has not been completed within 18 months from such date. If no zoning amendments or other re Property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension date of addition six months. Thereafter, a new permit shall be required. regulations affecting the APPLICATION IS HEREBY MADE to the BuildingDe cion of the permit for an Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable La Department for the issuance of a Building permit pursuant to the Regulations, for the construction of buildings, additions, or alterations or for removal or demolition a applicant agrees to comply with all applicable laws, ordinances,building code;hous' code Laws, Ordinances or authorized inspectors on premises and in building for necessary inspections. s herein described. The and regulations,and to admit (Signature of applicant or name,if a corporation) o w�l;Mai ing addess of app State whether applicant s owner lessee, agent, architect, engineerener $ al contractor, electrician,plumber or builder Name of owner of premises /,7 r ti I applicant is a corporation, signature (As on the tax roll or latest deed) of duly uthorized officer 4ny �.. (N e and title corpora e of icer) 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: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision_&Q ( Block ) � Lot _f 4.1 b(2Filed Map o. ) aG � Lot ame S.G. TAX MAP NO. 015T. IOOCbEGT. 33 BLOCK 3 LOT 19.16 FILE NO. PROJECT NO.03-0-1IQ ST'FFOLK COUNTY It, z _ °stir �::�ger;- c Ota FORA JrJ 11�ZJY. 7'aWr:.l'K'.iaJ ONLY DATEk�; �F, oaw o 3— (D 1 3 c T i ,.,, ` B Ft7k iLi:..,Y>!`+p tJ iVl AJC �11:.�}h.,,OQ"aVIIS EXPIRES T HR EEE YEARS F ON'll rATE OF AITROVAL F +22.3 2 , G A I O A 225 AOT I/AGANT 22.6 � GOURT +22.0 'yev 577o1 0'5/pF ReCHARGF A5,1IN +22 /63 1-1201.34"/ ,1v, p ab� '�� .� •23.9 _.( ' -nfr ,'" o -' GI 3 o ' 9248 *25 1 t•- .6> \� I Q +236 Z V LLJ Q O 23.44 '5EPTEMMIR 111,20003 r Bill" m SW 4 Qco � U1 wITN 9 HEAVY 6RA 4' +22;0 42 BROW V SANDY ( CLAY (CL) bV BROM WNE TOCOMM 11 fAC 4.0 O OPEN 5PN? y p,Gp n' 1*00NALD BEo.-III GE +21.6 © H.W.J. ALL RIGHTS RESERVED. NOTE: PROP05ED ELEVATIONS UNDERLINED CAIOLA C0MT F,PRO.1/2005/03-0,19/DWB/03-0719"dwg Unauthorized alteration or addition to this document Is a violation of Section,209 of the New York State PROJEGT: LOT IEducation Law. L Certifications indicated hereon shall run only to the person for whom it is prepared and on his behalf to the Title Company, Governmental Agency and Lending institution listed hereon,and to the assignees of the M/O ROGKG0I�E ESTATES lending institution. Certifications are not transferable to additlonal institutions or subsequent owners. Copies of this document not bearing the professional's inked seal'orembossed sealshail not be considered a valid true copy. , The offsets (or dimensions) shown hereon from structures-to the proper lines arefor a specific purpose51TUATE AT: GREENPORT, NY nc and use and therefore are not intended to,E 4;arectlon of fees,ret,*ing walls,pools,patios,planting CII addition to buildings or any other c n5 ion'. DATE: AUGUST 2003 5GALE: 1"=30' CERTIFIED ONLY TO: SURVEY DATE: 8/25/03 AREA 26,964 5c.Ft. FILED MAP NO 10631 DATE FILED 6/11/01 t FIELD BOOKS 462/29 DATA 015e, 03-0119 FNP. UND. GON5T. FINAL WILLIAM L. JAEOER II N.Y.5. LIG. NO. 046148 P.E., L.5. B0 EPRSA?G 7WTSa RVt.Y0R5f tANHR5 200 EAST BROADWAY,PORT JEFFERSON,NEW YORK IIY1T DE516NED DRAHNK.M GKD. M.G esTAB 1872 PHONE((731)413 0469, N.Y.5.LICENSE No.046146 P.E.,L.S. S.G. TAX MAP NO. D15T. IOOCbEGT. 33 BLOGK 3 LOT 19.16 FILE NO. PROJECT NO.03-0719 04-0011 ST i�G �6 �o 0 + 22.5 O ( OLA 22.5 LOT l5 8 V^CANT 22.6 s COURT '1 + 22.0 �y ®WM 4 6v STK S E BASIN �a J2170 1 DoFao i 201.34 STK 5T 4 5 GP + 24.8 E 23. I _ w m ' o w + 25.6 o d Q BUILDNoENf�� I 3 _ + 22.8 ' FEB I T 2004 1 � AGE 1�2�� OPV AGp,NT + 21. DATION LOCATION 2/2/04 © H.W.J. ALL RIGHTS RESERVED. NOTE: PROPOSED ELEVATIONS UNDERLINED cA F,F'RO.J/2 719/DJ�I6/03-0714.dwg Unauthorized alteration or addition to this document Is a violation of 5ection'1209 of the`-qG York State PROJEGT: LOT 16 Education Law. Gertlflcations indicated hereon shall run only to the person for whom it la prepared and on Ns behalf to the Title Company, Governmental Agency and Lending institution listed hereon,and to the a56ionees of the M/O ROGKGO\/E ESTATES lending institution. Certifications are not transferable to additional Institutions or subsequent owners. Gopfes of this document not txaring the professional's Inked seal or embossed seolshall not be considered a valid true copy. 51TUATE AT: 67REE:NPORT, NY The offsets (or dimensions) shown hereon from structures to the property Imes crefor a specific purpose and use and therefore are not Intended to guidethe erection of fences,retaining wail9,pools,patios,planting DATE: AUGUST 2003 SGALE: 1 30' areas,addition to buildings or any other construction. CERTIFIED ONLY T0: BAYBERRY BUILDERS LLG SURVEY PATE- &!25/03 AREA 26 9ci4- 5q.Ft. INDYMAG BANK FILED MAP NO 10637 DATE FILED 6/11/01 COMMONWEALTH LAND TITLE INS. GO FIELD BOOKS 462/29 DATA 01 03-0719 FNP. UN[). CONST. 2/2/04 FINAL HAWKINS HEBB JAECCERMWO.P.G. WILLIAM LAAE&ER II N.Y. UGJJNO. 046148 P.E., L.S. Um �1611EER�a�RGtNTEGTct�1RVEYpRS-�L,�I�J�ERS 200 EAST BROADWAY,PORT JEFFERSON,NEW YORK 11777 DESIGNED DRA ,1"1 GKP. EBTAB.1872 PNONE(631)473 0469, N.Y.S.LICENSE No.046146 P.E.,L.S. a SCS Rol.* ANO-03-43V X6 yo c. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVALOF CON�STRUOTED V40PKS FOR A IN�E FIN ELY REST 1E iOE ice N 14 200 H.S.F ef.Asa. r�. sat and bvatar su[! •Y fadiitias at this tomt1nn have b ' TM SaWege diz;O + as 2nd i yirwor ,2d by 0115Ge'^,t un2nt r other ageCtici t M�Do�� , 4 BEDROOMS- FORFOR A MAXI"• wr O' '• Id LOT NUMBERS REFER TO "SUBDIVISION ROCK COVE ESTATES" FIL&D IN THE SUFFOLK COUNTY CLERK'S p OFFICE AS PILE NO. 10637. V I am familior with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will obide by the conditions set forth therein and on the ' permit to construct. Of NEW MFTZQf0,p�, The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. o ANY AL 1Ei'ATIQN OR A@O/TJfXJ To THIS SURVEY IS A WOLA710N � g2.4.� 208 OF 1t# NEW OF SfC774N 7 W YORK STATE EDUCATION LAW. ,' c� if EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS � Y. -' NO c� 18` HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF W E-MlvjC Y 196 .� t SAID MAP OR COPIES BEAR 1HE IMPRESSED SEAL OF THE SURWYOR S (651) 755-5020 F CdA 1797 WHOSE SIGNATURE APPEARS HEREON. _ LOT 1� P.O. BOX 909 •—^-^— •=REBAR SET OPEN SPACE 12340 TRAVELER STREET 296 - --4 AREA=26,994 SO. FT SOUTHOLD, N. Y 11971 ��"" - - LIST OF DII�A�II��S NEW RESIDENCEy A-12 FOUNDATION P LAN z � , s -- - - GENERAL NOTES. LEGEND aA-3 FIRST FLOOR PLANFOR � Zd �4 SC O �D FLOOR 'IlAaA �zwawLd' y�> E- A-S ROOF PLANcD A�� S�CTII®� WAvA.. �LQ ��IIN � �IIS � � DIA. �1 ao0i"o m0 - BAYBERRYBUILDERS m� H1071 1-1 Ir yCTION A-8 FRONT GL3NCAIOLA COURT a1-9LEFT & RIIGHT SIDE ELEVATIONSOf CID I. �W GREENPORT, NY 11944 1 . BUILDING USE RESIDENTIAL A-Il® DETAILS Z Na 3 BUILDING OCCUPANCY TYPE R A�IlIl FRAMING CONNECTORS DETAIL SHEET � W CONSTRUCTION TYPE TYPE 5 WOOD FRAMING BUILDING HEIGHT = 31 ft BUILDING CODE ANALYSIS N # OF STORIES = 2 AS PER R202 DEFINITION Q F- 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS UNDERWRITERS CERTIFICATE w �. REFERENCE STANDARD; AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS REQUIRED DESIGN �= CRITERIA: "PRESCRIPTIVE DESIGN" APPR VED AS NOTEDDATE: TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL B.P.► „? 3. FLOOR AREAS: NAILING SCHEDULE FEE: I I '° BY: ,nu-7 NOTIFY BUILDING DEPARTMENT AT EXISTING 1ST. FLOOR: N/A JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 765-1802 8A TO 4Phi FOR THE EXISTING 2ND. FLOOR: N/A COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS FOLLOWING INSPECTIONS: S 1. FOUNDATION - TWO REQUIRED PROPOSED 1ST. FLOOR: 2,176 S.F. ROOF FRAMING WALL SHEATHING FOR POURED CONCRETE PROPOSED 2ND. FLOOR: 1,243 S.F. 2. ROUGH - FRAMING & PLUMBING Rafter to Top Plate(Toe-nailed)(Table 3.4A 3-8d 3-10d c a � GARAGE AREA: 462 S.F. ) per after Stuclural Panels Bid 10d 6"edge/ 12"field 3. INSULATION a � PORCH AREA: NIA 4. FINAL - CONSTRUCTION MUST Ceiling Joist to Top Plate(Toe-nailed) BE COMPLETE FOR C O. "p o (Table 3AA) 3-8d 3-10d perjoist Fiberboard Panels ALL CONSTRUCTION SHALL MEET THE m 4. DESIGN LOADING: 7/16" 6d 3"edge/6"field REQUIREMENTS OF THE CODES OF NEW o Ceiling Joist to Parallel Rafter(Face-nailed) 25/32" 8d - YORK STATE. NOT RESPONSIBLE FOR (Table 3.9A) 6-16d 40d each lap 3"edge!S"field CEILING LIVE LOAD: 20 P.S.F. - DESIGN OR CONSTRUCTION ERRORS, d 2ND. FLOOR LIVE LOAD: 30 P.S.F. Ceiling Joist to Laps Over Partitions Gypsum Wallboard 5d coolers 5d coolers i"edge/ 10"field p 6-16d 40d each lap _ (Face-nailed)(Table 3.9A) 1ST. FLOOR LIVE LOAD: 40 P.S.F. Hardboard Bd 8d 11- edge/12"field EXTERIOR DECK LOAD: 32 P.S.F. Collar tie to Rafter(Face-nailed) 3-8d 3-1 Did per tie SNOW LOAD (ROOF): 32 P.S.F. (Table 3.6A) Particleboard Panels 8d ed (see manuf.) COMPLY WITH ALL CODES OF WIND LOAD: 35 P.S.F. (120 MPH) Blocking to Rafter(Toe-nailed) z-sd 2-10d each end �- NEW YORK STATE & TOWN CODES Diagonal Board Sheathing AS REQUIRED AND CONDITIONS OF SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) Rim Board to Rafter(End-nailed) 1"x6"or 1"x8" 2-8d 3-10d per support 2-16d 3-16d each end 1"x10"or wider SOUTHOLD TOWN ZBA AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. 3-8d 3-1Od per support SOUTHOLD TOWN PLANNING BOARD WALL FRAMING 0 Top Plate to Top Plate(Face-nailed) FLOOR SHEATHING --SOUTHOLD TOWN TRUSTEES SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, 2-16d 2-16d per foot STRUCTURAL ELEMENTS, & LOAD PATHS Structural Panels N.Y.S.DEC Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side 1"or less ed 10d 6"edge/ 12"field "� e N 5. WINDOW & DOOR SCHEDULE: greater then l" tod 1sd 6"edge/6"Feld Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. ALL CONSTRUCTION SHALL a WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Diagonal Board She OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) 16d tsd .do16"o.c. along support MEET THE REQUIREMENTS OF THE 1"x6"ort"x8^ 2-Bd 3-10d per edges 1"x10"or wider 3-8d 3-10d per support CODES OF NEW YORK STATE. MODEL# CLEAR OPENING ST PANEL SIZE REMARKS QTY. Top or Bottom Plate to stud (End-nailed) TW 3042 5.23 S.F. 3 -5-5"" x 4'-7" SEE SHEET A-10 7 2-16d 2.40d per stud TW 3052 6.64 S.F. 3'-5" x 5'-7" FOR DETAILS 9 Bottom plate to Floor Joist, Bandjoist, PLUMBING 2-16d 240d per foot ALL PLUMBING WASTE TW 2042 3.38 S.F. 2 -5'X4 -7 j Endjeist, or Blocking (Face-nailed) t. Nailing requirements are based on wall sheathing nailed fi Inched on center at the panel edge. ._ If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear G:pacities,nailin &WATER LINES NEED FWG 6068 14.72 S.F. 6'-5 X 6'-9" T FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, g TESTING BEFORE COVERING z' m } U m 3068 1 s S.F. 3 -5 x 6 -9 1 p ( ) 4-8d 4-10d perjoist shall be used to maintain the load path. LUMBER CERTIFICATION �7I-- „ Joist to Sill, To Plate of Girder Toe-nailed 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be AFCP3055 3 -5 ' x 5'-10 6 p l P AFFW5006 5'-5" x 1 -8" T Bridging to Joist(Toe,nailed) 2-8d 2-1 Od each end permitted to be reduced 10 1-16d nail per foot. ONLEAD CONTENT BEFORE a o o o 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional CER T/FjCATE OF OCCUPANCY NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK (*) ON FLOOR PLANS Blocking to Joist(Toe-nailed) 2-8d 2-1 Od each end requirements. SOLDER USED IN WATER z Blocking to Sill or Top Plate (foe-nailed) 3-16d 4-16d each block ESUPPLXCEED z ). N.Y.S. ENERGY CODE: SYSTEMCANNOT Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 2/10 OF 1%LEAD, (� oa RESckeck Compliance Certificate Joist on Ledger to Beam (Toe-nailed) 3_ FASTENERS FOR ASPHALT ROOF SHINGLES New York State Ener Conservation Construction Code ed 3-1od perjoist OCCUPANCY F �W Energy Band Joist to Joist (End-nailed) §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be USE IS UNLAWFUL REScheck Software Version 3.5 Release 16 3-16d 4-16d perjoist Band Joist to Sill of Top Plate(Toe-nailed) 2-16d 3-16d per foot galvanized steel, stainless steel, aluminum or copper(roofing nails, COMPLIANCE: Passes p minimum 12 gage [0.105 inch (2.67 mm)] shank with a minimum 3/8-inch WITHOUT CERTIFICATE (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through Maximum UA = 554 the roofing materials and a minimum of 3!4 inch 19.1 mm Into the roof OF OCCUPANCY �' W Your Home UA= 461 ROOF SHEATHING ( ) 16.8% Better Than Cade(UA) sheathing. Where the roof sheathing ( Is less than 3/4 inch 19.1 mm) 19O Structural Panels 8-d lod 6"edge/12"field thick, the fasteners shall penetrate through the sheathing. Fasteners Gross Glazing shall comply with ASTM F 1667. CERTIFICATION OF L Area et Cavity Cont or Door Diagonal Board Sheathing NAILING & CONNECTIONS §RR905.2.6 Attachment.Asphalt shingles shall have the minimum number Perimeter R-Value R-Value U-Factor UA 1"x6" or 1wid 2-8d 2-10d per support of fasteners re y pp REQUIRED.1"x10"or wider 3-8d 3-1 Od per support required b the manufacturer. Far normal application, O Ceiling I. Flat Ceiling or Scissor Truss 1243 19.0 0.0 63 asphalt shingles shall be secured to the roof with not less than four �f� n � Wall 1: Wood Frame, 16" 0 c 3180 19.0 0.0 170 CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. FLOOD ZONE .n/ V Where the roof slope exceeds 20 units vertical in 12 units horizontal Door I 1. Wood Frame. Double Pane 295 0 340 100 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field (20:12), special methods of fastening are required. COMPLY WITH CHAPT "46^ '.I Door 1 Solid 20 0 540 11 Door 2 Glass 40 0.340 14 FLOOD DAMAGE PREVENTION Floor 1. All-Wood]mst/Truss* Over Unconditioned Space 2193 190 0.0 103 EXCEPTION: Asphalt strip shingles shall have a minimum of six SOUTHOLD TOWN CODE. fasteners per shingle where the roof is in one of the following categories: I_ a U COMPLIANCE STATEMENT. The proposed building represented in this document is consistent with the 1. The basic Wind speed per Figure RR301.2(4) is 110 miles per building plans, specifications, and other calculations submitted with this permitapplication. The proposed hour(177 km/h)or greater and the eave is 20 feet(6096 mm)or DO NOT PROCEED WITH of r?-i systems have been designed to meet the New York Stale Energy Conservation Construction Code higher above grade. FRAMING UNTIL SURVEY requirements When a Registered Design Professional has stamped and signed this page, they are attesting 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour OF FOUNDATION LOCATION that to the best of his/her knowledge, belief, and professional judgment, such plans of specifications are in (193 km/h)or greater. HAS BEEN APPROVED, compliance with this Code. 3. Special wind zones per Figure RR301.2(4). Budder/Designer Date Aml a Z 1- OF n cS Lu ' W a z F ; L O G_ x N I 16'-B.. ,V-4" IS'-0" 3'-4" Q cn o Z' I'-10" 3'-0" T-0' 3'-0' 1'-10" W W � $ �' W y Q a I A r N } M w m L �i��iiLr --- , •. .G tri r./iy� � r _ ___ ____ ___ __ .r I j Z L ww ____ _ ______ _ ___ __I XJ i Z N GENERAL NOTES 154' v Iry . IN 2Xm0 F.J. I6"O.G, r-_I--, 2X10 F.J. o I6"OL' ? I' SITE PR OR TOSSTART�NG TO WORK VERIFY SHALLL FAMILIIARIZET THE I5. TMERWI5E6RO.G. WITH I/�2TO BE" GYPSUM BOARDG BOTH051D� x 4" WOOD W J ry _ INTERIOR STUDS AT N I� E5 UNLESS N HIMSELF WITH THE INTENT OF THESE PLAN5 AN MAKE WORK NOTED. - 11'-6" :% AGREE WITH SAME. P05T FROM I 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6-8" HIGH X 4)j ABOVE I j I 2. CONTRAGTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR 1-3/B" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. m P.J.0 12"O.G, . I Q TO STARTING ANY WORK. 2X10 3'-2" I'-B" 14'-4" of -� o r----r ry I R. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. APPROVALS, W _ 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED I . ''__ ry_ 1 a v I 1 PERMITS, GERTIPIGATFO M OCCUPANCY, INSPECTION APPROVALS, I ' _ I �. I ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION IB. PROVIDE 6'-6" MIN. CLEARANCE ABOVE STAIRS A5 PER N.Y.S. CODE. ry Ja THEREOF, IF REQUIRED. �____ _ .J%� i 4" P.0.SLAB REINF. Y7/ n- ' _ _ TRIPLE F.J._ _ I r- o r-L\ J 19. ALL WINDOWS SHALL BE PERMA SHIELD INCLUDING DOUBLE- v G. I - ORK SHALL CONFORM TO N.Y.S. GONSTRUGTION CODE AND ALL _ i �� "> � /i I 4. ALL W 1 , -------------------- ------- .- I LOCAL RULES AND REGULATIONS. INSULATED GLA55, INSECT SCREEN, k JAMB EXTENDERS AS REQ'D, 6x6-WL4xWl.4 W.W.M.ON HELL Y �° PROVIDE OA TYPE 'X' FIRE RATE AS MANUFACTURED BY ANDERSEN WINDOWNVJ_L5 OR EC3UAL. COMPACTED POROUS FILL 1 �__I.3�/2" X II-1/4" PAP, GYPSUM BOARD. OVER an X 8-O POURED GONG. / ry ��� ��� ii BOILER 6 HOT WATER HTR. /% 5. ALL METHODS OF GONSTRUGTION INCLUDING FORM WORK AND 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS S FOUNDATION WALL ON 8"x16" ! AS PER LOCAL CODE % PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. I POURED GONG. FTG. THE CONTRACTOR ON UND15T. SOIL, I X r- L�r Im7RIPLE F.J. `\ ';\ I m 21. ALL PLUMBING SHALL BE IN 5TRIGT AGGORDANGE WITH THE N.Y.5. yj I w _ /r. 6. IF IN THE COURSE OF GONSTRUGTION A CONDITION EXISTS WHICH BUILDING OONSTRUGTION CODE. j *, I ry ?• /.,- DISAGREE5 WITH THAT AS INDICATED ON THESE PLAN5, THE I I �I '} °� 1 /r 1 ' N V W IbW Z ; ISb° 3'-4° V ^d N CL I � 30 I'-10" g'.5^ �' gp_6" 1_1O" rL O w � =z LLJ T'-0° V N V Ld y 4 4 wl \\ DII / w U a� / �. M La 1 ✓\b r ___� m m = 3 0 ® ------- - -- wa `o W V o (2)2 IIO Y1/I/ " PLWD. FLI �� iic'i! 3 Q m^ BREAKF ST AREA " 01 x 2)2x12 (2)2x12 ' u&Hr= 13% cn VENT. 6.5% W w _ I / .----- ------ ---------- Z ' Y $� 4'-0" CD I i '6" Y I n 2X10 F.J.61610L. � LIGHT= n% � 0 LIGHT= 22% aFAMILY ROOM I W ®I6'O.0 ^I _ VENT, g.5% i VENT.- II% i i X N A Q DOU LEI R.R. R GJ.` � DOUBLE R. # G.J. ti 10" DIA. 'PERMAGAST' A - R-- 6X6 POST 3-V2" X 5-1/2" Q I it� DORIC COLUMN (I O)TYP.p PARALLAM � � n r o "1� '4 o P5L POST R�2 616' I 2x8 RR.616"0.0. LAUNDRY °: � - IC V . 'l I I f`` �'�•—216 O.J.I616" - 6'g^ o p° - fi' /4" X 1-1/4"- - ` MASTER [o \ QN I ® ILL CONTINUO �;' ,,Q'16 `• •� - - _ _� TG EN v 05T FROM 210 X ABOVE Ih __ „;/ \'0 s 2"10"/ I 5'-b" 3'- -v Drn '-h � PAN7R . ..I 2x1 - ry+ Nb` l - Cz)zxl 4W ., o 4 91'_0 4 . 2• g" ® ® / (2)2X10 FLU5H lQKq W.I.G. 14 Y o (2)2 1:2';r i �g l (2T2XI0 - -- - - -- I m I .. 6ARACCCCC�+E Q BU LE 5WALK IN - < ury+• ._ .'. IP N Y W.LG. i I ry I 13 0 6^ 1p4 0 m 4 n L_3" 4., - 9 - Q (v F.75T FROM L j 2 10 F 016Ob, _—_ _ ~o` 2X1O RID& m ALv9VE ?7 Yd O ♦ I 3-1/2" x 9-1/2" PA LAMi ---_'ii ` 1� `\ % .A I o 4xp T W ♦�` .. _ , ♦ A ;p p Ni FAT C.O INUOU m X Q PSL ST ry v. ` la3"X32" qj ,ii `� Q I MASTER 101-61 5'-3' - x8'_p.' NICHE 4 /j�/, "' �� 03 PATH 00 30" AFF DINING ROOM FOYER I �+ ' P05T UP TO RIDGE I R 616"O.G. r-- •8 INi 1(X`1 A Q ��• .�.�-1-�-_ � 0 2HI0 F.J.616'O.G. �ii i � � O •r•— 6 in DD, LIVING 'ROOMgI p I dry/ Q I ® _ µ (2)2x8 R_R_- -Q'I d (2)2X8 (2)2x8 GJ. Z Q �o1� / I LIGHT= 13% Q I Y `I Q _ m (2)2X10 VENT. / 4 / & :p (2)2X10 T �' lN/ A \ � m ------------------------- --_ 2)2X10 L________________________________________ _J " O i CONTINUOUS �\ � 1644T= 35% `r PARALLAM PSL POST `� , VENT.= Il% I \ �/Y /-� i Q �/ Z s �n'' Fid • .. (2)2X8 ------ w3 W3� �y N 10'-6' 10'_6. 3'-6° 5'-b" 4'-0" I0�_g" 4' 0" 51-4" � Frl 14'-4' Ig,-g° RST FLOOR PL�4N �"' LIVING SPACE 2176 SQ FT � a 5GALE: I/4 -I-O 6ARA6E 462 50. FT. c a o: a pl 0 A-3 cv cn a Z F; 5 � y � N y r Ix 3 0 O =z' 8'-4" 8'-4^ LIj > 5 W H �a .52 o fa m vuLL I W r In (2)2x61 — m IL 060.G. i 2xRR.albO.G. W I � BED OOM #1 — — m 30 x30" UPPER 0 ry % FAMI LY ROOM W r olo I 9-IO 5D rc O 3-,112" X /4" PARALIAM 7 g P (j° /,A ® S u�4_' PARAJ-LAM n P55���f11 v¢ " a rI II i B' THROOMy'O♦� �3`�"" i. I� -- _ U m 2X12 RIDGE O1 II O— L A A 1II \Q R. 5D N 1m ♦ j — V / o L,1GHir a% �♦ 05 LINEN u• ' , I ♦ o I ♦ � '�^ — — A 1J 2X10 RIDGE P_2'p I p 14'-6" I ♦ ':4" _— - - - - io Ix • �------- 01 v — - - o m I 050 Oii�N O ;, •2Ja A BEDROOM #2 ml '--°- - _ YEfZ BI LO ?tiA Z a ry N + � i / m �♦n, � 3-I/2"XII-I/4" R4RAL A 5-114'X12' PARALLAML - r . p '-0" 4 BEDROOP-I #5 1 . .......-o-- >,,. .. . . •i, ✓ce .a;, ;,•.,, - _ 2xa RR. 016' 0.0. I ti 2xa _ in 1 R 16" 0.0.� ---- -----I I O� ry - 70 PA EEL -- 2x8 Gd. alb° O.Q I 2xa O.J.alb"O.G -1 q�_8" 5'_b" 4"., T-2' -1 6 d 1 (2)2x6 _ — — LIGHT= 10% VENT: a% _ _ / U Z 6 0 " zs �22.X6 W K W U { / I' B-I/2"x5-1/4" PARALLAM PSL POST CANTINUOUS // 9 FROM SILL PLATE TO NDERSID Y OF ROOF A \\ \•\. %' , r \ o,/- 18'_01� _ i FSI 0 5'-4° T-2" T-2" 20'-10 14141' 71-6" 42'-7" � �! ,� S�GOND FLOOR PLAN � SGALEi 1/4^=P-o° LIVING SPAGE 1,243 SQ. FT. v kl M a w � a us Z A-4 LLI o CL LLJ cn Lu Ij � � C LLJ Pi - - - - - - - - - - - - ra Jill � Qcj � ST� € �7�11 3 o m ; sE � & Raor PTAH z Y m � A• 5 12 11 2x4 COLLAR TIES ® 48" O.G. • N V d' — -- — ROOF caa5nxurnON — L 300 ^VI A�HITEGIURAL Z J \' ASPHALT ROOF SHINGLES - - _ r� OVER 15# FELT PAPER, 1/2" GPX 14 a SHEATHING, 2x10 ROOF V RAFTERS ® 16" O.G. O ATTIC — 2x8 CEILING JOISTS ® 16" O.G. -- // // W R-Iq BATT. INSULATION La yJ +� ♦Y♦nn1 � 4Z! U -" 5-1/4" X 14" PARALLAM W y � vi _ ZTA.PLATE m U am m ~ a o 3" CROWN MOULDING -- W 10" FRIEZE BOARD FINISH FLOOR SELECTION BY OWNER 3 C O w 12" ARCHITRAVE PANEL OVER 3/4" COX PLYWD. 5UBFLO0 R, R AGGENT MOULDING 2x10 FLOOR JOISTS ® Ib" O.G., a m m 1/2" GYPSUM BOARD V) N y� W 2 > Z 6w 2 J 300# ARCHITEGTURAL ASPHALT ROOF SHINGLES I 1 `�11 WM L GrxJrTiaYnON Z LJ OVER IS# FELT PAPER, 1/2"RA GDX s — SHEATHING, 2x10 ROOF RAFTERS 2ND FLOOR y HORIZONTAL VINYL SIDING (4" TQcm ® 16" O.G. FAST. TO 2x6 LEDGER, / - - EXP PLYWOOD R 15*H NG, 1/2 2x6 2 W 2xb CEILING JOISTS ® Ib" O.G. -- I _ , TO.PLATE TOP PLATES, 2x6 SANDS ® Ib" O.G., FASTENED TO 2x6 LEDGER, r hVl/2" EXT. GRADE PLWD. II I'i (1) 2x6 BOTTOM PLATE, 3 1/2" BATT INSULATION, S 1/2" GYP. BD. cti ro FINISH FLOOR SELECTION BY OWNER / OVER 3/4" GDX PLYWD. 5UBFLOOR / 2x8 F.J. ® 16" O.G., W/ 6"(R-Iq) BATT. INSULATION W/CSS vi A r ROOM $— Q 26G.GA. SILL PLATE BOLTED ® LJ 1L -.r 2'-0" O.O., W/ TERMITE SHIELD - -- I$ SILL SEALER - z 15T FLOOR - — _ ST FLOOR ' " ` ^xYY-. >"' `' 4111 ` IIA^ _IS6 I:IA 11 Vy x q-I/4" �(3)2x]O (3)2x10 PARALLAM \`j / r -8"x8'-O" POURED CONCRETE FOUNDATION WALL ON 8"Ab" POURED GONG. FTG. ON UND15T. 501L BASEMENT tz ` r �� �/ /✓/fir zy .�� --- 4" POURED CANGRETE SLAB REINF. Lp Ca v vAvv /r......... � W/ 6x6-WI.4xHI.4 WELDED WIRE MESH ffin TOP OF SLAB /r\\ ir! 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MATERIALS k SYSTEM THROUGHOUT I I I I I I I O II II II I I I 1 I I I I I I I I I I I I II I 11 O E I I I I I I I \ m I I I I I I O TOPOF SLAB 7L ________________________________.___________rL._______________________________-_---y r---- . ------------IL_________t____-_____________________L�---------11 w J a FRONT ELEVATION 5GALE: I/4"=ii'-O" d m _ < o fi N U ASPHALT ROOF SHINGLES p < 12 m - _ I I - - -- ATTIC VEN"f -- - - - 6 _ z r' TD.PLATE TD.DORH2 PLATE w < E3 U YGJ 12 Lo - -- -- -- — IID 2ND FLOOR -- -- - - _-_ 2111)FLOOR R 11 VINYL GLAD -- -- --- HORIZONTAL VINYL 5IDING 1�1 4" EXPOSURE O VINYL GLAD WOOD WINDOWS -- _ - I _ P2 w 15T FLOOR I I I I I I II I I I I I I I I I I I a I I I I I I I I I I I I I I J I I I I I I I I I I I I I TOP OF XAB i Ams L________________________-________--_-__J________-____--__-_-_--__________----__________L______-____-L__________________J_----________L__________--__------_________J REAR ELEVATION SCALE: I/4"=I'-0" W vi L 350AARGHITEG LTRTRGESA5PHOOF5w z=_ W >. y�S -- -- ATTIC VENT CD La - - :3 TA.PLATE s T.O.DORMER PLATE UM CL - - - _ - WOODNFASGIA W = 3 O n Q _ 5TUGG0 Q �� 2 - 12 N y� W �z VVVV �[ W $s 2ND FLOOR W STUCCO m_ ® ® - VINYL GLAD F n © E ❑ � - WOOD WINDOWS N O M-1 W 10-1 C31END 71 © _ GIUOINING II�u�J FE-31 F0 M - FE-31 E-31 I ED - _ INSULATED FIBERGLA55 _1ST GARAGE DOORS FLOOR '. - - __- - - - - - - ©� ❑ - ❑ ❑ ❑ ❑ - - - - I I I I I I _J I I II I I I I I I I I I I I I I I I I I I I I I I I I 1 u I I I I I I I i i i II TOPOF SLAB r______TL-------------------------------- -__________________ _________________________________________ I I I \ LEFT 51117E ELEVA710N 5GALE: I/4"=1'-O" cry -- s ; m 1-i N U - _ - 12 A5PHALT ROOF SHI A_." T.O.PLATE --- ---- - - -- -- - --_- - - -- - - ALUMINUM GLAD F 8 m - - WOOD FA5GIA {U� 12 /� Z 2ND FLOOR w - - - _ __ WOOD WINDOWS IST -- -- -- - -- HORIZONTAL VINYL SIDINS -- _ _ —_ _ _ _ _ - - . - - . - -- _ -__- i 4" EXPOSURE QW I I I II I I U F SNGGO i i II I � w p I I I II II I II I I I I I I I I I I I I TOP OF 5LA0 _ I I I ---------------- L_---------J_______________________i---- _________-_----____________--_-----_____1___-----------__-_-______________---_---__________L-_----J RICHT SIDE ELEVATION rz SGALE: I/4"r-o,- [� 139 NOOD FRAt*v1IN0 FASTENINO DETAILS cd Z F J a 5TA66ER JOISTS 4 IN. OR Q GC o SINGLE OR DOUBLE USE SPLICE PLATE5 O + TOP PLATE GUT PLATE TIED WITH 25 GAGE SEE 5EGTION 8602.32W z z' STEEL ANGLE OR 5OUIVALENT � > w — W z oLcnU' ri U Q I m TOP PLATES U a FIREBLOGKIN5 m ' c HEADER ° ° . , ° ° m au; 3 AROUND PIPE SEE TABLES R502.5(I) ° OR TPIMNMDERs AND 8502.5(2) o WALL STUDS ° ' m G °aZ ND SEE SECTION R602.3 °•e• N N �L 5 a .a. aap..p' w Ld BORED HOLE MAX. .°••vapwp:ro°n.�� � LLI Z �0 DIAMETER 40 PERLENT OF 5ND DEPTH BOTTOM SOLID BLOGKIN6 PLATE W FLOOR JOISTS 7Yp, POST BASE FASTENER 50 1N.MN.TO m /B IN.MIN.TO EDGE 5UBFLOOR asloCJD TO GONGR v TYP. BEAM HANGER DETAIL TYP. FLUSH JOIST HANGER DETAIL TYP. RAFTER HURRICANE TIE � SILL PLATE — — — —— 1 FOUNDATION — CRIPPLE WALL •, ____ 1 SEE 5E6TION R502.1 Cl 1 FOUNDATION �--- _ —_ __-- b1AL5TD5 NOTGH MUST NOT EXCEED 25 PERCENT of STUD DEPTH ANCHOR BOLT5 EMBEDDED IN IN. BY 4 IN. FOUNDATION b FT. O.G. MAX. BORED HOLES SHALL IF HOLE 15 BETWEEN 40 PERCENT AND DIAGONAL BRACE NOT BE LOCATED IN THE 60 PERCENT OF 5ND DOTH,THEN 5ND LET INTO STUDS - 5AME LRO55 SECTION OF M115T BE DOUBLE AND NO MORE THAN TWO OUT OR NOTCH IN 5ND SLE551VE STUDS ARE DOUBLED AND 50 CORNER AND PARTITION POSTS UG BORED APPLY APPROVED 5HEATHING OR BRACE NOTCHING 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH I IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES AND EXTENDINaG FROM 2X8 BOTTOM PLATE TO TOP PLATE OR OTHER XIQ SGALE: N.T.S, APPROVED METAL STRAP DEVIGE5 INSTALLED IN 16� ACCORDANCE WITN'SHE MANUFAGTURER'S CENTERS n o � 5PECAFIGATION5. SEE SECTION R (902.10. m o TYPICAL FRAMING DETAIL TYP. GR055 BRIDGING DETAIL TYP. BEAM TO BEAM CONNECTION SCALE: N.T.S. SIDING TOP PLA L m _- FINISH WALL \ PLYWOOD SHEATHING W P ".I f`/h MAX PPERMITTTEDH E� INDD�NE� ND I1 0/6 MAX. FLPSHING W DTN 0 BORA HOLE MAX---' LOOR -1015T - CENTER GUTS \ j. 5 DIAMETER E PE ---' I - : I"x3" VINYL COATED WOOD CASING T OF 5ND DEPTH HEADER AFTER REPLACED HAIN5TALLATION)IRED / a / r 5/5 IN. MIN.TO EDGE I"x2" WOOD SPACER 5/8 IN. MIN. TOE Ii 2-V2" 4a wqooDD/4 MAX. OG�5GREW5 ® / 1 G T ID GA5INIG8 R z m yi m >' D/4 MAX. 1 PREDRILLED FASTENING HOLES ® q" O.G. a o 0 0 g� vi < w K Ll C.i i NOTCH MI/5T NOT EXCEED 25 PH2GENT 1/2" GDX PLYWOOD FLOOR JOIST - END GUTS OF STUD DEPM STRUGTIRAL PANEL BORED HOLES SHALL NOT BE LOCATED IN THE MAX. D FROM SAME GRO55 5ECTION OF CAT OR NOTGH IN 5ND PP n W NOTCHED b BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLSD/3 MAX. �� Z a� FINISH SILL \� Iii SCALE: N.T.5. � b I/2" CDX PLYWOOD \ y O RAFTER tGEILING JOISTS (802.6) 5TRUGTUR.AL PANEL00 SrooL li EXTERIOR OR BEARING WALL PREDRILLED FASTENING HOLES ® 9" O.C. ^�- GASINGR NOTCH GREATER THAN 50 0/3 MAX. FERGENT OF THE PLATE WIDTH 16 GAGE (0.0054 IN) AND 1.5 IN. WIDE , �� / METAL TIE ACRO55 AND TO EACH DOUBLE 5ILL �'x ` 2-1/2° u6 HOOD WOOD GA51NO / SIDE OF THE NOTCH WITH 6 - Ibd - - \ / <i L SCREWS HO O.G. NAI 5 EACH SIDE. \ 1"x2" WOO 5PAGER / k PIPE OR CONDUIT WH .� ` //' a F 2 IN. MIN. FROM TOP \ I"x3" WOOD CA51NG AND BOTTOM OF J015T D (ACTUAL DEPTH) TOP PLATES PIPE �' l PLYWOOD SHEATHING A-10 TYP. NOTCHING DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL TOP PLATE FRAMING TO ACCOMODATE PIPING 50ALE: N.T.5. WOOD STRUCTURAL PANEL DETAIL z SCALE: N.T.S. SCALE: N.T.S. 5GALE: :3"=1'-0" OF 11 y RAFTER TIE 0 16" O.G. ROOF RAFTER MODEL "G520 ROOF RAFTER GONTINUOUS RIDGE VENT C3 w DETAIL " R ° 12' RAFTER GONNEGTOR �a O. Z � � z "2x" RIDGE BOARD ONE (2) 0 16" O.G. o �\ RAFTER GONEGTOR Lj :5 '- "t 51ZE LARGER THAN RAFTERS �° MODEL H2 a. 16" O.G. O CL � w RIDGE ° , �� °� MODEL " H2.5 N N � SHINGLES AS SPEG. o ° DOUBLE ° ° a 1 c ° TOP PLATE o 1' ° z c '\ ROOFING FELT AS REG V ° W �y \, PLYWOOD DECKING A5 REOV WALL STUD ° IE "° ROOF RAFTER ° ° o a W H "2x" RAFTERS AS REO'D ° o ' us Cn � GONTINUOU5 SELF ADHESIVE � H o = TGE DAM MEMBRANE, 2'-O" MIN. NOTE: THIS DETAIL 15 UTILIZED m W a o INSULATIONS I^U ERAFTER. WHEN HALL DNSRAFTER ALION ANS SUDS LY DOUBLE m DETAIL " S " TOP PLATE W = AS REO'D � \ ARE NOT ALIGNED USE N TH15 A3E U a IN DETAIL '52' S 'I T" ON THIS PAGE min DETAIL " T " EIMI c!1 (n I;; U5 \1 `\� RAFTER-TO TOP PLATE TO STUD CONNECTION (2) ® I6" O.G. Z w 6W w l fffl �� `� )l )111 llllll 111 J l - ® RAFTER-TO-RAFTER CONNECTION TYP. ® EACH RAFTER ® UTILIZED WHEN WALL SlVD5 ALIGN DIRECTLY W/ RAFTER5 RAFTER-TO TOP PLATE CONNECTION ® Ib" O.G. W 2ND / ' ' v Ixb FASCIA I UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ �[ W o 72x' MODEL " G520 " BY SIMPSON STRONG TIE Scf+Le: N.rs. MODEL H2" BY SIMP50N STRONG 71E SCALE: N.r.S. MODEL " H2.5" BY 51MP50N STRONG TIE SCALE: N.T.S.PREFORMED ALUMINUM WALL STUD WPERFORMED VINYL SOFFIT ING JOISTS \/1\ MAY VARY DBL. TO ti A5 REG O � PLATE 5ALV. METAL STRAP le• CD DBL. TOP PLATE @ 16" O.G. LENGTH -. x GROWN MOULDING OVER MODEL " G520 a 'I TRIM BOARD LU DETAIL " U " (BEYOND) HEADER w GALV. METAL 5TRAP BASE PLATE00 SECOND FLOOR INSULATION AS REO'D 0 I6" O.G. 3 CUT2' ` SHEATHING AS REOV MODEL " SP4 " RIM JOIST LENGTH CLEAR 0 SPAN � "2X" FLOOR JOIST -i SIDING OR 5TUG60 PEA)C 12' DBL. TOP PLATE AS 5PEG.- SEE ELEVATION /2' NAILSAS REOD r J WALL STUD DF STUD 1J DETAIL " V " JAGK STUD N En Z, 2ND . .: WALL STUD fl• Provide minimum 1' LENGTH _ FLR LEVEL end distance DETAIL ° W " Equal number of- specified f specifi enails In each lI 15T FLR PL DOUBLE TOP PLATE JACK SND TO HEADER CONNECTION STUD TO BASE PLATE TO RIM 4� TOP PLATE TO SND CONNECTION AT GABLE-END 4NALL o 16" O.G. U / J015T TO TOP PLATE TO STUD CONNECTION 0 16" O.G. _ _. MODEL " G520 " 8Y SIMPSON STRONG TIE 50ALF: N.T.5. O S2 1/2" DRYWALL ON U'i - MODEL " SP4" BY SIMPSON 5TRONG TIE SCALE: N.T.S. MODEL "G520" BY SIMPSON STRONG TIE SCALE: N.T5. GEILIN05 E WALLS ti DBL. HALL9,1 — 2x4 STUDS AT 16" O.G. STUD DBL. HAL 01 111,1_FIRST FLOOR OR AS REOV c GE-DO1MNTAL STUD RIM JOIST 48"� o Q BASE PLATE GALV. METAL 8 TIE-DOHN GALV. METAL WASHER INSULATION AS REGO �__ _- MIN. 5" 50. (MODEL 'BP) 1/2" DIA. x 12" ANGHOR -IGALV. METAL BASE PLATE FINISH FLOOR -1 GOUPLING RIM JOIST " J" BOLT 0 24" O.G. AS SPEG. DETAIL ° X " �t RIM JOIST (MIN. -1 EMBEDMENT) 5UBFLOORISI-� AS REOV. - ` DBL. TOP ST � __ PLATE GOUPLINGTAL FLR LVL (2) 2 x 6 G.G.A. DBL. WALL SILL PLATE rth DETAIL " Y STUD z` " o DBL. SILL ° x.14 m } a am DETAIL ° Z ° o PLATE FOUNDATIONS 8 BSMT. FLR PL I (2) 2x6 SILL PLATE ° WALL `1 1/2" DIA. x 12" ANGHOR BOLTS "2x" GEILIN0 JOISTS 0 24" O.G. MAX. AS REOV ° ° REINF. GONGRETE GALV. METAL TIE-DOWN W/N 32" GALV. METAL TIE-DOWN WIN 32" O ANCHOR BOLT-WASHER GONNEGTON ® 24" O.G. i LL OF EACH CORNER OF STRUCTURE OF EACH CORNER OF STRUCTURE w - —III— — III- O SCALE: N.T.5. X 5c ALE: N.T.s. MODEL " BP " BY 51MP50N STRONG TIE 5CALe: N.T.S. GELLAR -I __ MODEL " PHD2 " BY 51MP50N STRONG TIE MODEL " HTT22' BY 51MP50N STRONG TIE Z 11 APPROXIMATE GRADE WATERPROOFING OR WALL STUD DAMPPROOFING AS REO'[;) C� " EXPANSION '=III= =III Iz 1/2END JOINT MATERIAL — — _ --ASPHALT COATING (TYP.) LENGTH > O (� 15T —IIIIIIIII-III GALV. METAL FLR LVL t'> - � _ STRAP @ 16' O.G. 7y' ,. 2" GRAVEL COLLAR 4" GONG. SLAB W/ 6"xb" #10/10 H.H.F. HAY KEY G� RIM J015T 0 0 � =• 2x4 a VAPOR RETARDER (2) #5 KEBABS DONT Y GALV. METAL O " "` "' PLATE FASTENER 3" PERIMETER DRAIN W/ �✓?. ":.'> (MODEL # LPT4) UNDISTURBED SOIL SEE FOUND. PLAN FILTER FABRIC U .c DBL. SILL PLATE as LTP T)OI NALL SF-GTION TWO STORY W/ CELLAR A-ll 5GALE: 3/4" =I'-O" O SILL PLATE TO RIM JOIST CONNECTION z "LTP4" BY SIMP50N STRONG TIE SCALE: N.T.S. OF 11 GALV. METAL STRAP 016" O.G. (MODEL " G520") W ui A .. (z) 2x8 ac �'� C3 a n a o- O //\'1� a `✓L�]� \ N Q Z O 2x (2) IO AGO ( _ _ _ � _ (z) zxlo AGO _ _ � (2) 2xl0 AGO - W z 6'-10" W o ate^ i Q I �r o � ZD M 4m = c3 F \ 61-6" 61-6„ W 6'-6° a'_IO" rt m n 3 Q (2) 2x10 AGQ (zJ 2x10 AGO � (2) zxlo AGO U) NW ng 131 LLI mw NEW 4x4 C.G.A. POST WITH j Z M a GALV, METAL BASE FTG. 2xH AGO LEDGER BD. ANCHOR POST GAP ON LJ..I Q Z 1 • NEW 10" DIA. POURED GONG FTG. To V a n W/ (2) •5 BAR5 VERTICAL (TYP.) a 3'-0" MIN BELOW GRADE (19 TYPj r ¢ 2xH AGO LEDGER BD, 2x8 AGO LEDGER BD. FOUNDATION PLAN • SCALE I/4 I O _ a I Lq _ a o � n f c WJ 6 U_ Lq 101-01 51-01 ffin � � m° _ II N Q 36" HIGH RAILING /33- o j O W/ 5PINDLE5 o = 5" O.G. MAX v O aaZ D Z m G P, N Q U W m p X 4 r p a G p O N PROPOSED 4 K 4 DEGK a � v � ffi - a w Z � 0 M � � DEGK PLAN � SCALE: I/4"=1'-O" PROPOSED DEGK: 845 5.F F