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HomeMy WebLinkAbout36604-Zg�yFFOt,� Town of Southold 2/6/2015 s P.O. Box 1179 53095 Main Rd Southold, New York 11971 631-765-1981 CERTIFICATE OF OCCUPANCY No: 37423 Date: 2/6/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1725 Ruth Rd, Mattituck, SCTM #: 473889 Sec/Block/Lot: 106.-7-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2011 pursuant to which Building Permit No. 36604 dated 8/4/2011 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: COVERED FRONT PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Sagiani-Panagiotakis F (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Permit #: 36604 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date: 8/4/2011 Permission is hereby granted to: Sagiani-Panagiotakis F 23-28 Crescent St NY 11105 To: construct a covered front porch addition to an existing dwelling as applied for At premises located at: 1725 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 106.-7-9 Pursuant to application dated To expire on 2/2/2013. Fees: 5/3/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: Building Inspector $226.80 $50.00 $276.80 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used .in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant_ C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ? 0 New Construction: Old or Pre-existing Building: (check one) Location of Property: 17a S- ku /_ �4vc House No. Street Hamlet Owner or Owners of Property: F/C �- %� (/� l e_- Suffolk Suffolk County Tax Map No 1000, Section / �� Block -7 Lot Subdivision / Filed Map. Lot: Permit No. 36 Date of Permit. Applicant:__ f x C u (4 l CA S 4 6 (Jq 111 l Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: Applicant Signature ho��pF SOUryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSU [ ] FRAMING/ STRAPPING [INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS--.- I EMARKS: I DATE �� INSPECTOR PANAGIOTAKIS RESIDENCE 1725 RUTH ROAD MATTITUCK, NY 11952 ARCHITECT'S CERTIFICATION ARCHITECT'S CERTIFICATION DATE: NOVEMBER 26TH, 2012 PROJECT: A front porch addition to an existing one family dwelling. Town of Southhold Building Application No. 366047 CERTIFICATION: I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE NEWLY CONSTRUCTED PORCH ADDITION WITH REGARDS TO PIERS, FRAMING, AND WIND LOAD STRAPPING IS IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NYS, LOCAL APPLICABLE CODES, REGULATIONS AND STANDARDS, AND FIRE PREVENTION AND BUILDING CODES. Peter G. Halkias, R.A. #032937 END OF CERTIFICATION D I I DEC 17 2QIi BLDG. DEPT. TOWN OF SOUTH -OLD . 1 of 1 i tet. ergWAM_...,... TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO.0 Examined 120 E NWnM".# Disaodi;cfv la/c Fxpiraton BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survev Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Nail to:�3'��i 4s7ok1A 7N f Phone: 7 / � q S 1� 0,w 4S TOWN OF SOUTHOLD Building Inspector PLICATION FOR BUILDING PERMIT D APR 2 7 2011 Date I Sr 20 / INSTRUCTIONS This applicatI6n, ( be comp tely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p ans, accu a e. ee 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. Jf. 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 pennit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 4z - (Signature of applicant or n e, if a corporation) a3- ?V ifr6S (f&- r s) (Mailing address f applicant) 4TO/2�,� /V� /�laS— State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1) 6.12 / 64 S /7 Clj All (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which pro 17,?S gu 1h work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Z O & Block 2 Subdivision Filed Map No. Lot q Lot 2. State existing use and occupancy of premises and int a. Existing use and occupancy Wa Y b. Intended use and occupancy "4 j/Gf ed use and occupancy of - woe r_" 4 - sed construction: 3. Nature of work (check which applicable): New Building Addition Repair __Removal Demolition Other Work_ Alteration (Description) 4. Estimated Cost 2T P O — ,qf . ' m 0 Fee � a0 D (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 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7 Dimensions of existing structures, if any: Front 'qa /e e Rear Height Number of Stories / Depth '/ p 4eel Dimensions of same structure with alterations or additions: Front S� Af�E Rear s4 AfE Depth S;'4 /L1 E Height Number of Stories L 8. Dimensions of entire new construction: Front 10 Rear Height Number of Stories Depth 9. Size of lot: Front,,///, azw_ Rear Depth 10. Date of Purchase o? /y y Name of Former Owner — 07 11. Zone or use district in which premises are situated 12. Does proposed ��ition violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO ,/Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises F S4 G f A All Address Phone No.7/S' Naive of Architect Address Phone No Name of Contractor has A— n D Address Phone No. 1/5( fav Z�':S — 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.' Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. 'f elevation a?lgh �point on property is at 10 feet or below, must provide topographical data on survey. _ i✓0 18. Are there any covenants and restrictions with respect to this property? * YES NO_� IF YES;'PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFFS) r/ - pL-�w t G%i SIM- M N _- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate 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 day o 20 _. _. PUMJC, ry ubli Cel _Signature of Applican PANAGIOTAKIS RESIDENCE 1725 RUTH ROAD MATTITUCK, NY 11952 CLARIFICATION TO DRAWINGS LOT COVERAGE CALCULATION / CERTIFICATION DATE: JULY 31, 2011 PROJECT: A front porch addition to an existing one family dwelling. Town of Southhold Building Application No. CALCULATION: TOTAL LOT SIZE: 8,786 SQ. FT. X 20% LOT COVERAGE= 1,757.2 SQ. FT. (ALLOWABLE BUILDABLE AREA). TOTAL AREA OF EXISTING DWELLING: 1,318.6 SQ. FT. TOTAL AREA OF EXISTING DECK STRUCTURE: 357.0 SQ. FT. TOTAL BUILT AREA: 1675.6 SQ. FT. 1,757.2 SQ. FT. —1675.6 SQ. FT. = 81.6 SQ. FT. (ALLOWABLE BUILDING AREA REMAINING) TOTAL AREA OF NEW PORCH ADDITION: 67 SQ. FT. < 81.6 SQ. FT. The above information is a proposed clarification to the Contract Documents, all other requirements terms and conditions are to remain as originally specified. Peter G. Halkias, R.A. #032937 F_ D ARCS G. HAz Q s �A cp 032931 SOF N�� A END OF CLARIFICATION / CERTIFICATION 1 of 1 tre�1: 546/4A11- P1f1V,461o7-#K1s 17.2c /fu �4 I?ooJ 1X 4 4c�. ��..+-a.Q -9�1 41uee—� Ale krte._ k . &tlx4,,d 04�," Axd A d , 4 e- 4' ��z4 4/,t� �L 4--A� /4-� / /I," el�t 4;1,�- . 4,6�1 /)u 4 Z "4j a4� t&4 --e- ? tvaA atcd ,j,4vLa v4 4j, fp- R u p Tn- 4e� Pn SWM� 17 0 Y9 (IL L: -::::B -0G. DEPT.N OF SOUTHOLD tl0j, to Southold Town Building Department ��yFot,tco"- P.O. Box 1179 Permit #: 36604 54375 Main Road a Permit Date: 8/4/2011 • sj Southold, New York 11971 (631) 765-1802 Expiration Date: 2/2/2013 Parcel ID: 106.-7-9 BUILDING PERMIT RE Dated: 1/1 AL LETTER Applicant: Sagiani-Panagiotakis F ocation: 1725 Ruth Rd, Mattituck Work Descrip ' ADDITION/ALTERATIO T NOTICE 11/ 13 constru cover ont porch addition to an existing dwelling as applied for EE OF $113.40 IS REQUIRED TO REr / r Owner: Sagiani-Panagiotakis F Address: 23-28 Crescent Street Astoria, NY 11105 The permit listed above has expired. No work is permitted c submit the above fee made payable to the Town of Southok Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 011-1 Ole, NeQa- se,l1 to 'lease 6P Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM g Ol PROPERTY LOCATION: S.C.T.M.B: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A �Q j7STORM-WATER, GRADING DRAINAGE AND EROSION CONTROL PLAN c eion B of 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? Will this Project Retain All Stone Water Run Off (Include Total Area of all Parcels located within 31, Generated by a Two (2) Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F. /,acres) (This item will include all runt -off created by site t✓ b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for t >f a proposed�t V Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F. /Acres) 2 Does the Site Plan and/or Survey Show All Proposed tti� PROVIDE BRIEF PROJECT DESCRIPTION F—we Aaalewral Pages as Nesdaa) Drainage Structures Indicating Size g Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 1 • / a B D ,�/ 3 Does the Site Plan and/or Survey describe the erosion "Q e Tf. and sediment control practices that will be used to control site erosion and storm water discharges. This ❑ item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural F-1 Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand — (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction ❑ or within One Hundred (100') feet of a Wetland or General DEC SWPPP Requirements : Submission of 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? the DEC has determined that a SPDES permit is required for storm water discharges. ( SWPPP's Shall meet 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 -0-10-001.) Surfaces be Sloped to Direct Storm -Water Run -Off ❑ 1. The SWPPP shall be prepared prior to the submittal of the Nor. The Nor 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. 9 Will this Project Require the Placement Material, 2. The SWPPP shall describe the erosion and sediment control practices and where of 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 storm water discharges and to assure Item Within the Town Right -of -Way or Road Shoulder compliance with the temis and conditions of this permit. In addition, the SWPPP shag Area? iThis tam vire Norr lncluee the installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3. AN SWPPPs that require the post -construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F. 81 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Store Water, Grading, Drainage & Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building PerniL that is knowledgeable in the principles and practices of Storm Water Management (NOTE: A Check Mark (./) and/or Answer for each Question is Required for a Complete Appri ation) SPATE OF NEW YORK, COUNTY OF... .... ...... SS rr�� CCJjJ !L.6.... Al. That I, ... 4 .......: .... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the ......................................... .. " ..... . ...... ........... ............ wn Cont act (Owner, Contractor. Agent, Corporate 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 to before me this; ..................�. ............... y of ..... ............. L.......... , 20.1 .1 Notary Public: .... :': ._ ._.. ............. ............. ��+• � (Signature of Applignt) CAM FORM - 06/" ' ortemw in omm oowdy %o�tnlfteion � , ��li �9 TOWN OF.,SOUTHOLD PROPERTY RECORD CARD `1 �� OWNER STREET j VILLAGE DISTRICT SUB. LOT (� FOAMER OWNER N E ACREAGE �r. (� a S W TYPE OF BUILDING - =RES4 SEAS. VL. FARM COMM. I IND. � CB. � misc. LAND imp. TOTAL DATE � REMARKS v _ (a 36 f-00 �.-Z�O �i �� /I t ! �, �LZG ! �Lr� fi t 1GN C. X00. - 1/0 j Q o b 13 0 I66 xs � r / / h i C3L3 -35k- t k -em 40-el4- Yzjtf '` wof Iz 27-�55 23 -ZF' f 'I ,2hL- con isfv-, d ,' A NB11 Of' 17 $ LIf$$M�3�7 7- n9 -A fir NORMAL BELOW ABOVE Ic'RolI r A L-' v�/ AolgD f0 fir, Form Acre Value Per Acre Valueyj�A� Tillable 1 Tillable 2 Tillable- illableWoodland Woodland .i Swampland Brushland Hou4b Plot .. Total I l CoLo�f hv/ Bf�g, X 7 Foundation Batu Extension MISOMMOM". VIEW I J Floors ■ IM -MIS 3& a o ■ Ext. Walls S. �^ Interior Finish t10` 1 Extension MrM EN 11 Heat q Porch ■�MUMMIUMM■M■N iiii■ii■i�ii a & Porch Rooms i st Floor Breezew a Patio � fl /d Rooms 2nd Floor. Garage IS ■�■.� .EN ■ ■.E...o ■�■ii�ai��i■■i■■ 7 s�OR 9 X / (� _ 9b � d CoLo�f hv/ Bf�g, X 7 Foundation Batu Extension Basement I J Floors QJ Extension 3& a o d Ext. Walls S. �^ Interior Finish t10` 1 Extension Fire Place e Heat q Porch Attic a & Porch Rooms i st Floor Breezew a Patio � fl /d Rooms 2nd Floor. Garage " i I ' Driveway 7 s�OR 9 X / (� _ 9b � d 0 I .. ROA° R� rN 85.65 N.IT°26,E ,o cl� �0;2 N c holse T �` o ' s f/per c -�► ,pQL 0 u+ r . co -. —• o cb Cn zAF o co tn WLot 196 cb °40 50 W 66.97 D Z 1 nl Lot 4 "S,nset Knolls, Sect 2 1 NOTE. ■ = MONUMENT \ " SUBD/V/S/ON MAP OF "CAPTA/N K/DD ESTATES FILED /N THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON ✓AN. /9, /949 AS NAP Av. 1672. p��"s/Q•"•'s YOUNG 8 YOUNG 400 OSTRANDER AVENUE, RI VERHEAD, N.Y. ALDEN W. YOUNG HOWARD W. YOUNG PROFESSIONAL ENGINEER AND LAND SURVEYOR LAND SURVEYOR N.Y.S. LIC. NO /2845 N.Y.S. LIC. AV 45893 SURVEY FOR MAR TIN L. a PA TR/C/A L. GRIFFIN LOT /96 "CAPTAIN KIDD ESTATES" AT MATT/TUCK "RANTEED TOS . THE MRM FORK BANK 9 nwsT TOWN OF . SOU THOL D sran/TY TITLE 8 GUARANTY CO. SUf FOLK COUNT Y, lv Y. aY � SCALE- N K a 301 DATE JAN. 12, 1971 PROPOSED ASPHALT ROOF 5HINGLE5 NOVATION & TYPICAL WATERPROOFING MEMBRANE: ADDITION TO THE GRACE "ICE &WATER SHIELD" 40MIL THICK, 36" / PANAGIOTAKIS WIDE ROLL, SELF -ADHERED, SELF-HEALIN APPLIED TO ENTIRE NEW ROOF, TYP. RESIDENCE 3/4" GPX PLYWOOD ALUM. EAVE DRIP EDGE 1725 RUTH ROAD ALUM. GUTTER ... MATTITUCK, N.Y. 11952 \ 2"X5" ROOF JOISTS 16" O.G. ALUM. GLAD FASCIA LU -SERIES JOIST HANGER ALUM. GLAD 5OFF17 PANEL DOUBLE 2"X8," HEADER 4"X4" COMPOSITE COLUMN I I \ — 2"X8" GLC. J01575 16" O.G. I I ALUM. GLAD SOFFIT PANEL ANCHOR COLUMN TO ROOF STRUCTURE AT ALL 4 SIDES W/ 57L. ANGLES SUPPLIED BY COL. MANUFACTURER I C�ET,AI L AT ROOr- EAVE SCALE: 1 1/2" = 1'-0" EXIST. WOOD FRAMING i FLASHING TUCKED UNDER i SIDING AND OVER FIRST 1 i LEDGER MEMBER 5/4" X 6" DECKING LU -SERIES J015T HANGER I� EXIST. FOUNDATION WALL 2"X5" P.T. FLOOR JOIST (2) 2" X 10" P.T. LEDGER ANCHORED TO EXIST. STRUCTURE �- GRADE OETA I L AT Z7EGK 4"X4" COMPOSITE COLUMN ANCHOR COLUMN TO DECK STRUCTURE AT ALL 4 SIDES W/ STL. ANGLES SUPPLIED BY COL. MANUFACTURER 5/4" X 6" DECKING 7 LINE OF POST BEYOND JOI5T -I LU -SERIES JOIST HANGER 2"XS" P.T. FLOOR JO15T- 6"X6" P.T. POST COL. S I MP50N P85 POST BASE CONCRETE FOOTING GRADE SCALE: 1 1/2" = I' -O" 10" CONTINUOUS TRIM / BOARD CONTINUOUS 2"X8" i RIM JOIST 1 � I - NOTCH 6 "X6" POST TO SEAT o TC -11 DOUBLE RIM JOIST (Il 17ETA I L AT POOT I NC SCALE: 1 1/2" = 1'-0" DECK PRAM I NG PLAN (2) 2" X 10" P.T. LEDGER ANCHORED F TO EXIST. STRUCTURE 1= SII I_ IIX I I I I Flo I I I I X 0II LINE OF DECK EDGE TRIM ABOVE IIS pr I I I I xI� I I I I" SII 6" X 6" P.T. iNOOD P05T IL X 8' 10" DIA. GONG. FOOTING III------Ih 2" X 10" P.T. STAIR STRINGER 13'-4 1/4" SCALE: 1/4" = 1'-0" w m 1 Neter G. Halkias, f Architect 150-37 84th Avenue Briorwood N.Y. 11432 3 g phone 718 291 7616 cell 917 386 4912 DATE BEGUN: 06/20/11 ISSUES/REVISIONS No. Date Description 1. 07/20/11 DOB Submission I I I I 1Al G TOP OF HANDRAIL mEDGE OF DECK PLANKING BELOW O 5/4 X 6" DECKi PLANKING LINE OF 2X10 TRIM BOARD AT d DECK EDGE 4" X 4" COMPOSITE COLUMN �%� , 2931 yC1 -• --- - - - — _LINE OF WOOD P05T BELOW F \\ �m ` LINE OF GONG. FOOTING BELOW t • — 13'-4 1/4" r7EG< PIN 15H PLAN I - l A / \ 24" WIDE COPPER SHEET FLASHING BELOW WATERPROOFING (IGE/WATER SHIELD) d ROOFING • 5HINGLE5. FLA5ING EXTENDS ENTIRE LENGTH Or- VALLEY, FVALLEY, 12" ON EACH SIDE. NEW ROOF IN THIS AREA TO BE \ OVERLAID EXISTING. EXP05E \ f EXISTING PLYWOOD 5HEATHING TO _. U u� �, I' �j \ SECURELY ANCHOR NEW NAILERS 0O . / /� \ AND RAFTERS - -- - m / LIA \ \ — — — — — — — — — — — — — — — — — — — Q I I I I I I I I I I \ - Ij II II II II �' II II II II �I O 1'X8111 Rd F UST I 2" 8'" iZOOFI JST. ►� 'm EXIST. GUTTER AT d.�. II II II II II I II II II IIII � -•LA- i I I I ALUM. LEADER/DOWNSPOUT \ ALUM. GUTTER LINE OF COLUMN BELOW 13'-4 1/4" Roof PRAM I NIS PLAN SCALE: 1/4" = 1'-0" 5 E W N SCALE: 1/4" = 1'-0" PROJECT NO.: SCALE : PLANS DETAILS 00111 AS NOTED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2011 PGH Architecture C ENERAL NOTES AND 51=ECIFICAT1 ONS: GENERAL: ALL WORK TO BE COMPLETED IN CONFORMANCE WITH THE RESIDENTIAL GORE OF NEW YORK, LOCAL APPLICABLE CGODE5, REGULATIONS AND STANDARDS, AND FIRE PREVENTION $ BUILDING CODES. ALL WORK RELATED TO THIS PROJECT SHALL BE UNDERTAKEN BY QUALIFIED AND EXPERIENCED CRAFTSMEN, IN ACCORDANCE WITH THE GENERAL DESIGN AND AS APPROVED BY THE ARCH ITEGT/ENGINEER. ALL WORKMAN5HIP SHALL BE OF THE HIGHEST GRADE AND SHALL BE INSTALLED STRAIGHT, PLUMB, LEVEL, IN TRUE ALIGNMENT, CLOSELY FITTED, ACCURATELY SET TO REQUIRE LINES AND LEVELS, AND RIGIDLY SECURED IN PLACE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND PROPOSED DETAILS/ MEASUREMENTS AND CONDITIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DI5GREPANCIE5 PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS GOVERN OVER SCALED ONES. CONTRACTOR SHALL CARRY APPROPRIATE, INSURANCE'S: WORKER'S COM. AND LIABILITY IN THE SUM PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. ALL WORK SHALL CONFORM TO THESE DRA,WIN65, THE RESIDENTIAL CODE OF NEW YORK STATE AND NY5 ENERGY CONSERVATION CONSTRUCTION CODE, AND ALL OTHER RULES AND RE6ULA710N5 HAVING JURISDICTION OVER THE PROJECT, INCLUDING OSHA. CONTRACTOR 15 RESPONSIBLE FOR THE MEANS AND ME7HOD5 OF CONSTRUCTION INCLUDING PROPER 5HORINCa AND BRACING OF EXISTING STRUCTURE TO ENSURE SAFETY THROUGH OUT THE CONSTRUCTION PROCESS. CONTRACTOR 15 50LELY RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THE HOME AND IT'S CONTENTS DURING INGLIMATE WEATHER BY MEANS OF TARPING AND OR TEMPORARY ROOFING MATERIALS. CONTRACTOR AND OR OWNER ARE 50LELY' RESPONSIBLE FOR SCHEDULING REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION. THE ARCHITECT HAS NOT BEEN RETAINED FOR FEILD SUPERVISION OR INSPECTION CONCRETE: CONCRETE SHALL CONFORM TO LATEST EDITION OF A0I-315 CONCRETE SHALL HAVE A MINIMUM 5TRENG'TH OF 3500 PSI AT 28 DAYS ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER 5QUARE FOOT. (IF ORGANIC MATERIAL IS ENCOUNTERED, REMOVE AND DISPOSE OF ALL MATERIAL AND FILL REMAINING VOID WITH SAND) UNLESS OTHERWISE NOTED, ALL SLABS ON GROUND SHALL BE 4" THICK, REINFORCED WITH 6X6-W1.4XWI.4 W.W.F. PLACED IN ACCORDANCE WITH AGI BACK FILLING AGAIN5T FOUNDATION WALLS SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT 57RENGTH AND WALL5 ARE PROPERLY SHORED OR BRACED. WINDOWS: N/A DRYWALL: N/A PLUMBING: N/A ELECTRICAL: ALL ELECTRICAL WORK SHALL CONFORM TO THE STATE OF NEW YORK UNIFORM FIRE PREVENTION AND BUILDING CODES, N.F.P.A., NEC., AND LOCAL ORDINANCES. WIRE AFFECTED AREAS TO GORE HARDWARE: N/A SANITARY WASTE: N/A STEEL: N/A CARPENTRY/FRAMING: ALL LUMBER SHALL BE SUCH THAT ITS FIBER 5TRE55 15 1200# AND MOD. OF ELAS. 1,1000,000 (DOUGLAS FIR #2 GRADE OR BETTER) ALL FRAMING SHALL BE DONE IN ACCORDANCE WITH THE Icla7 EDITION OF "WOOD FRAME CONSTRUCTION MANUAL" FOR ONE AND TWO FAMILY DWELLING5. (THE AMERICAN FOREST AND PAPER ASSOCIATION) ALL JOISTS RUNNING PARALLEL TO BEARING OR NON-BEARING WALLS SHALL BE DOUBLED UP AT FLOOR CONSTRUCTION. USE DOUBLE FLOOR JOISTS AT SKYLIGHT5, STAIRS, AND OPENINGS IN CEILINGS. SHEATHING: 1/2" G.D.X. PLYWOOD ON ALL EXTERIOR WALLS. 3/4" G.D.X. PLYWOOD ON ALL FLOOR JOISTS AND 1/2" G.D.X. PLYWOOD ON ROOF RAFTERS. SIDING: N/A INSULATION: N/A GUTTERS/ LEADERS/ FLA5HING: REPLACE ALL EXISTING GUTTERS AND LEADERS. PROVIDE NEW GUTTERS AND LEADERS AS SHOWN ON PLANS. PROVIDE FLASHING AT ALL VALLEYS, FLUES, SKYLIGHTS S WALL/ROOF JUNCTURES. LIVE LOAD TABLE 8501.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (LBS/ 50 .FT) U5E LIVE LOAD EXTERIOR BALCONIES DECKS 60 40 PASSENGER VEHICLE GARAGE 50 ATTICS WITHOUT 5TORAGE 10 ATTICS WITH 5TORAGE 20 ROOMS OTHER THAN SLEEPING RMS 40 SLEEPING ROOMS 30 STAIRS 40 6UARDRAIL5 AND HANDRAILS 200 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS bt-11. NAILING 50HEDULE-BASED ON WFM. J015T TO SILL OR GIRDER, TOE NAIL 3-5d IX6 5UBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d, 2-1 3/4 STAPLES 21n. 5UBFLOOR TO JOIST OR GIRDER, BLIND -AND FACE NAIL 2-1(od 50LE PLATE TO J015T OR BLOCKING,FAGE NAIL Ibd Ibin. o.c. TOP OR SOLE PLATE TO STUD, END NAIL 2-16d STUD TO SOLE PLATE, TOE NAIL 3-5d OR 2-16d DOUBLE STUDS, FACE NAIL IOd 24in. oz. DOUBLE TOP PLATES , FACE NAIL IOd 24in. o.c. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16in. oz. DOUBLED TOP PLATES, FACE NAIL OF LAP SPLICE 8-Ibd BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-Sd RIM J015T TO TOP PLATE, TOE NAIL ad bin. oz. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL 2-I0d BUILT-UP OR CONTINUOUS HEADER Ibd Ibin. o.c. EACH EDGE CEILING J015T5 TO PLATE, TOE NAIL 5-8d CONTINUOUS HEADER TO 5TUD,TOE NAIL 4-Sd CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-I0d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-IOCI RAFTER TO PLATE, TOE NAIL 2-16d I in. BRACE TO EACH STUD AND PLATE, FACE NAIL 2-5d, 2-1 5/4 STAPLES IX6 SHEATHING TO EACH BEARING , FACE NAIL 2-0d, 2-1 5/4 STAPLES IXS SHEATHING TO EACH BEARING , FACE NAIL 2-5d, 3-1 3/4 STAPLES WIDER THAN IXS SHEATHING TO EACH BEARING, FACE NAIL 3-5d, 4-1 3/4 STAPLES BUILT-UP CORNER STUDS IOd 24in o.c. BUILT-UP GIRDERS AND BEAMS, 2 i LUMBER LAYERS IOd EACH LAYET 321n o.c. TOP 4 BOTTOM STAGGERED 4 TWO NAILS AT ENDS 4 EACH SPLICE 21n PLANKS 2-Ibd@EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY, OR HIP RAFTERS, TOE NAIL 4-Ibd ROOF RAFTERS TO RIDGE, VALLEY, OR HIP RAFTERS, TOE NAIL 3-I6d RAFTER TIES TO RAFTERS, FACE NAIL 3-8d WOOD STRUCTURAL 5HEATHING $ PARTICLE BOARD WALL SHEATHING 61n o.c. AT EDGE, 121n. o.c. IN FILED: Si(6 Y2 5U5FLOOR, WALL.................................................bd COMMON 5if& Y2 ROOF..............................................................................ad COMMON 1%2 -I.........................................................................................ad COMMON I Y8 -I Y4....................................................................................IOd COMMON OR ad DEFORMED *IN HIGH WIND AREAS NAILING 15 bin o.c. FIELD FIBERBOARD WALL SHEATHING Bin. oz. AT EDGE,bin. oz. IN FIELD: Y2 REGULAR 6d COMMON, 0/2 ROOFING NAIL OR I6 ga. STAPLE I Y2 in. Y2 STRUCTURAL Sd COMMON, I Y2 ROOFING NAIL OR 16 ga. STAPLE 0/2 In. 25/32 STRUCTURAL ed COMMON, 1 3/4 ROOFING NAIL OR 16 ga. STAPLE 13/4 in. HIME 1411%DE SGHE=DOLE OPENING HEADER UP TO 4'-0" (2) 2" X 8" WD 4'-0" TO 6'-0" (2) 2" X 10" WD 6'-0" TO 10'-0" (2) 2" X 12" WD NOTE: SEE PLAN FOR ADDITIONAL FRAMING NOTE: NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUED ROOF RAFTERS AT 16" O.G., U.O.N. SIZES A5 NOTED ON PLANS. DOUBLE TOP PLATE, TYP. SIMPSON 5TRONG TIE BRACKET MODEL #H2 AT 16" O.G. 460ZRAi WOOD HEADER BEAM. SEE PLANS FOR SIZE. NOTE: PORCH ROOF RAFTER SHALL BE ANCHORED TO HEADER W/ MODEL #H2 CONNECTOR. SIM. TO DETAIL 5/A-12. WOOD POST/COLUMN. SEE PLANS FOR SIZE. 51MP50N STRONG TIE BRACKET MODEL #505 GALVANIZED DETAIL AT HOOD 1=05T/00L . TO BEAM CONNECTION 2" MIN. 51DECOVER NOT TO SCALE WOOD P05T/COLUMN. SEE PLANS FOR 51 ZE. SIMPSON STRONG TIE BRACKET MODEL #PB44 GALVANIZED CONCRETE PIER/FOUNDATION WALL DETAIL AT RAFTER/ DETAIL AT AOOD 1=05T/00L . 7 TOi= SLATE/STUD CONNECTION 2 TO FOUNDATION CONNECTION -05j NOT TO SCALE A-03 NOT TO SCALE 2 3/8" 5TANG [7 CENTERLINE OF RIDGE BEAM $ STRAP SIMPSON STRONG TIE STRAP `(OD)EL #L5TA24 AT 16" O.G. ZIDGE BEAM. 51ZF-5 AS 40TED ON PLANS. dOTE: SEE BLDG. SECTION =0R 2"X5" COLLAR TIE AT �>" O.G., U.O.N. ROOF RAFTERS AT 16" O.G., U.O.N. SIZES AS NOTED ON PLANS. DETAIL AT RAFTER TO ROOF R I DC E CONNECTION NOT TO SCALE �N STRONG TIE JOIST R MODEL #LU28 (AT X8" FLOOR $ CEILING ) 5EAM/JOI5T/5I RDER `tL 2"X8" FLOOR OR 5 JOIST DETAIL AT JOIST HANGER CONNECTION NOT TO SCALE 51MP50N STRONG HH -6 AT ALL HEAD SPANS GREATER T CUSTOM HANGERS 1 SEE STRUCTURAL L DETAIL AT TYP I CAL HEADER HAMS ER NOTE: SPANS GREATER THAN 6-0" NOT TO SCALE PROVIDE SOLID WOOD BLOCKING OR METAL BRIDGING AT ALL JOISTS AND RAFTERS 51 MP50N STRONG TIE AT 1/2 SPANS TYPICAL DETAIL AT T1'P. BR I DC 1 NS NOT TO SCALE PROPOSED RENOVATION & ADDITION TO THE PANAGIOTAKIS RESIDENCE 1725 RUTH ROAD MATTITUCK, N.Y. 11952 .. w_...:.... Teter u. haWas, Architect 150-37 84th Avenue Briarwood N.Y. 11432 phone 718 291 7616 cell 917 386 4912 DATE BEGUN: 06/20/11 ISSUES/REVISIONS No. Date Description 1. 07/20/11 DOB Submission QED ARC// 41 G HA4k� n -A fr �s. 'y 3291 y0 PROJECT NO. : SCALE : PLANS DETAI LS 00111 AS NOTED -!,-. 'Aj ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED., USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2011 PGH Architecture