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HomeMy WebLinkAbout39655-Z 0Tln= 4 ~ Town of Southold 8/31/2015 P.O. Box 1179 ra 53095 Main Rd Apo O!(,s Southold,New York 11971 7:21'Pllali` CERTIFICATE OF OCCUPANCY No: 37749 Date: 8/31/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 215 Marina Ln, East Marion SCTM#: 473889 Sec/Block/Lot: 35.-8-5.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 4/1/2015 pursuant to which Building Permit No. 39655 dated 4/7/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Divito, Steve of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED /Mr- ` Autho%r -. Si u,.ture TOWN OF SOUTHOLD //AN\ 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) Permit#: 39655 Date: 4/7/2015 Permission is hereby granted to: Divito, Steve 73 S Park Dr Old Bethpage, NY 118041630 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 215 Marina Ln, East Marion SCTM # 473889 Sec/Block/Lot# 35.-8-5.9 Pursuant to application dated 4/1/2015 and approved by the Building Inspector. To expire on 10/6/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $238.40 CO -ADDITION TO DWELLING $50.00 Total: $288.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 ' I Date. New Construction: - Old or Pre-existing Building: (check one) Location of Property: a S' f/t/( ki-yCl K%T 1 v+A)-(, ' T AfiexI) Y ( 97 7 House No. Street Hamlet Owner or Owners of Property: �T.� U + s;At 214 r,,►✓-�_ ,Vt I Suffolk County Tax Map No 1000, Section 3 Block D 5c Lot V. Subdivision Filed Map. Lot: Permit No. 3 q 65C Date of Permit. Applicant: Health Dept. Approval. Underwriters Approval: Planning Board Approval: Request for Temporary Certificate Final Certificate: !/ (check one) 61) Fee Submitted: $ ,!�--// I' Mil App ican .gnature f6CC u _ �o ,I .soTy . c ...'", c€ 4\ * * .. , --- .4-00„„,,40" _____.......,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON ] CAULKING REMARKS: ,7c .-.. -a-4,- e-116-7_,-,_ DATE 0-5/27/5-- INSPECTOR C G� 097 ,,,,,,,,,,,,,, o �pF SOUlyo� '� * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F9MNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: a . DATE a 7 /6 `s INSPECTOR 21,-(-4.-4.-e4 S004; ;* * ao rr'rr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R9UGH PLUMBING [ ] FOUNDATION 2ND [IIINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /5 - p R `"2- DATE V ° 7/-5- INSPECTOR 24(-4`"-- ,,,,,,......._ 3 % 11'��o�‘pF SO0lyOlo'. iii -0 ig 0��,COUN00.1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OYCA1JCC r DATE 7fR /j s ' INSPECTOR • • FIELD I SPECQN REPORT D• M COMMENT —moi S • 'OUNDA 'ION(1ST) - '�, ,fit ,� \ • ..wwt�-}.a- « —.. . . J Y FOUNDATION(2ND) . . . .. • 0 7/:;6, /15------ -.4,1,--i _4.. t-atoips•?,.-151k. lava: . Ad' V) ROUGH FRAMING& • • .' ' • - y • PLUIVIBTNG . • a • . . . (` ' '07 0' ,'' 6'` IMfi 1y►". 'i . �- Wi:�r— ".) 01 . . . • , ----, $ • ��y INSULATION FERN.Y. ' • ' STATE ENERGY CODE • - / ... . . . .. FINAL . . . . . . • • . .. ..&„:„...0: .7,.,,... 1.s. ",...,,,t.____...2,--, le j.4 p 2 0 . O • . • xi • . . • . • ti . , ., � (i` . ') 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.3q((,S5 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,207 l ) Single&Separate / Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c �, Phone: , (, -13-((0 3% 4. Expiration ,20 (1P/ I '� ' Building Inspector I. 7.-.-' ! , ' '.APPLICATION FOR BUILDING PERMIT APA - 1 2015 i 1 ii - Date , 20 / INSTRUCTIONS MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. moi (_ balla (Signature of applicant or name,if a corporation) /7 3 5 . Rfrt1K /r O- 13 et4�.e NY//rc/ o (Mailing address of cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder l) 0 i/ -e" 1'"--- Name of owner of premises -�J..e_ f-5,,•t , --0,jiv., !vo (As on the tax ro 1 or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: if c- 19114le/w'1.1 1. ni--Q 041-57rne©il /v7 / /9''3 House Number Street Hamlet County Tax Map No. 1000 Section 3 -C---- Block 0 Lot c:--- Subdivision Filed Map No."l 7 3 , Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /' ,_S. ,v oftC.,e b. Intended use and occupancy fe r 5 ,� L //e_e 5 ced, c� 3. Nature of work(check which applicable): New Building Addition Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost �},p-r-T) Fee ,3 00 , �v (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front if`] Rear Depth 3/ Height 0 Number of Stories Dimensions of same structure with alterations or additions: Front �5' Rear 7 Depth 3 Height 20. Number of Stories 8. Dimensions of entire new construction: Front c-‘, 0 Rear 1. 0 Depth 1 Z- 0 Height Number of Stories l 9. Size of lot: Front I /a t Rear 1.3 5. '4 Depth 10. Date of Purchase 7/3 /1..o.9, Name of Former Owner ‘u 5 /> lee Gt L.% C V P 11. Zone or use district in which premises are situated , 5 di h/ h a- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO L/Will excess fill be removed from premises? YES NO $7�✓� (--emeses (' I U Address 0�5 " Pott< D , t Hiro 14, 14. Names of Qwner of - q' H iv; Phone No. G �f/ 3 G Name of Architect ba '1 �, j—/9 ST Adc# 7 .c, 4Nj1l+�one No 6 3/ '2 2 7 — a Name of Contractor Address Phone No. A/0 r Contractor, - deter sA a.4 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey./ 18. Are there any covenants and restrictions with respect to this property? * YES NO t/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) � / SS: COUNTY OF 1\(</ ) 5T.�._v,-2 5 4/ ! l/ CF-43 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, Corp. : - •fficer, 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 of 1C��r 20 l� r de 144-- / No ary 'ublic Signature of Applicant NOTARY PUBL,c:-ST=A1L 01 NEV) " No 01SC4980534 Vu/ r Qualified In Nassau Counry My Commission Expires April 22,20 f Scott A. Russell �,`'SUF ��-.. STORMWATER , J � SUPERVISOR a ( MAN AG]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 • p fist. 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 1'. $ Town of Southold •--.u-l...............3 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ; ❑0/ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. ite preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ElD. Site preparation within 100 feet of wetlands, beach, bluff or coastal . erosion hazard area. ElE. Site preparation within the one-hundred-year floodplain as depicted V on FIRM Map of-any—watercourse: ❑12 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ` Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered.NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Dottie[ NAME: /— V1 C' 8 5. 7 ..9—q� �[ , ` Section Block Lot ; 4 Ia 4 _ "' l / J FOR BUILDING DEPARTMENT USE ONLY Contact Information c( G �f)/t p 39 1/ :, n Reviewed By: Lir:in • ' - &VI-al Date: ii-i-6- Property Address / Location of Construction Work. .24 ( I eag✓IV 4_ 144s.< - b4 eti6& El Approved for processing Building Permit. Stormwater Management Control Plan Not Required. A11/04' 3� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 •11° Town Town Hall Annex � Q '.a\ Telephone(631-1802 54375 Main Road ! c Fax(631)734-9502 P.0. Box 1179 t tt Southold, NY 11971-0959 ;0 �i :-dfo o�.•0,� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CdNSTRUCTION AND/OR TIMBER CONSTRUCTION Date: L f / l / r� t s" . Owner: j-. rC' 2 L I L7 Location of Property: .2/ 't vv1 -/k=7/1"-( Gam' 111 eio /11 Y1/ 3 Please take notice that the (check pI cable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will Utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) • , Floor and roof framing (FR) 9 , Signature: C f .,' `AL�., _. Name (person submitting this form): C%e ✓-f / V i Capacity(che pplicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 .. . •;•.....-.:••:.•y::.--t'.•:••1:,-,..•••,••-••••••••••.,...-...... .. w ....:r". • vr, .. t7S:w�'•!:v`a',:. +.ao.VYri•..SCi.T.!.:.-•::•r:.i.-.r.t.t..^?:-y'!. ._....... Zt 6" DIAMETER • REFLECTIVE RSDROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS)#187 I ? TYPE¢ASEDgON SECTION 602 OF • THE BUILDING CODE OF NEW • YORK STATE 2" MIN. REFLECTIVE WHITE '+ 1/2" STROKE •••.• --nisiiintnn+5trriyir-sTRiicTurf C -.-- ------- -----.___ G.QMPONEIl ,oTHAT ARE OF ' TRUSS CONSTRUCTION - "F" FLOOR FRAMING,INCLUDING - GIRDERS AND BEAMS "R" ROOF FRAMING • "FR" FLOOR AND ROOF FRAMING • • c• .IDENE 1F1 „ATION SIGN - COlVP(JANCE 1MT1-1 19 I CRR PART.I26S(M ;. '. • 1,17,O . �cooes -.....�,No .‘ EXAMPLE TRUSS IDENTIFICATION SIGN DATE:03/08/2005 : : `` ; ' NEW YORK STATE DEPARTMENT OF STATE �.�_4-, :-.1) > DIVISION OF CODE ENFORCEMENTAND ADMINISTRATION • . •✓. «...n mu:;;V.`f',: •.•.j*r' ., ,y.,•iv:.+i•:4..•.••tr•••••-..�p—•---::..«:•KJ•».:•; S�4:;`N•.1:7SY_.. -.1ve:-:i'i•::.i•1--,ecw,. '*•D!SS`Jl•.. < Walter 1 of 4 ligEr 1111110"- r „re: 2 of 4 F ,.. r , pasa-111.1 ,... 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II # . , . • a . — illik . a. . . , ... A • 't _ ... . •• efisivil . _ r 11. 1.4011P - . . . _ . 16 , .. . • -. . - ..• •-' i ,. k . . _ ......_ .1..'', 111101"—_-. li ' . AP L ...."'r • iik. ,,,,,•ice��� �� o-4 tf SOUryol , ti . Town Hall Annex ; Telephone(631)765-1802 lig lig 54375 Main Road I N , Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ' i o4yCOUN,*.i'1 July 27, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Steve Divito 73 S. Park Dr Old Bethpage, NY 11804 Re: 215 Marina Lane, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupanc NOTE: Still need amended plans as requested by the building inspector 5/21/2015 I Application for Certificate of Occupancy. (Enclosed) e-40 Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT -- -Additions/Alterations di Young & Young, Land Surveyors -1 400 Ostrander Avenue, Riverhead, New York 11901 i Q 631-727-2303 6 N Alden W Young, P.S. A.L.S. (1908-1994) 91-"3 Howard W. Young, Land Surveyor 1.111 Thomas C. Wolpert, Pro/eseional Engineer • 1 0 W E it al R+"40.pp• •n 6 L"62.8g• V- Z V \d' 5e$ �i'' `ham 9 bg ,aa:• e' �O /080 109 ..9J .' . e c36,a . , ` 11iII \ ,-'PSP .. s 114 n o , ,`a �` vb. r� y�o 5e P� sf �. ei` ee• sir� ?, of s'o `'�4g`ai ��� �i :��gs• ss�, NOTE w�J�F C,''; �� ` '��5, 2%► ." °ro AREA - 30,000 SQ. FT. �5 j .q'�` P �,, /. • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 1' BLED IN THE o �°`'�`••� o.\ ., o..0 0:6, V OFFICE PCEO. 9 H6 CLERK OF SUFFOLK COUNTY ON NOV.22,1993 AS ,/ s\_,, ,t:. ?•030410. ' 1' u / 1 6 tiTt. .%/,, 05* \`\, ,'s SURVEYOR'S CERTIFICATION 1$11 '3, i '0 4 �• • WE HEREBY CERTIFY TO GUSMAR REALTY, FIDELITY b999g9®R S \\, NATIONAL TITLE INSURANCE COMPANY& b5 MASPETH FEDERAL SAVINGS & LOAN G6 a. ASSOCIATION THAT THIS SURVEY WAS PREPARED IN �S• ON•� ACCORDANCE WITH THE CODE OF PRACTICE FOR = - -VEYS 07 ADOPTED BY THE NEW YORK STATE ASSOCIA I a OF \ `PROFESSIONAL LAND SURVEYORS SG3 �O� ,45.re; -"e' 0 sr`p� 1%,, �e��GO• HOWARD W. YOUNG,,N.Y.S. L.S. NO. 45893 La. .4 kot 06 'Po (, .,k O' 0< / SURVEY FOR 1/11 GU SM AR REALTY !�9l / LOT 5 "SUMMIT ESTATES, SECTION 1" 1; 6 At East Marion, Town of Southold I1 —� _ r•. Suffolk County, New York 1111 04°51.41County Tax Map MEMO 1000 Scan 35 Block 8 Lot 5.9 • ',r� � •.,•3 . y ,. {• ?%.rr ..;.i 3 �,,;; FINSLUR AL, S \/E'Y' ' FINAL SURVEY NOV. 27, 2001 UNDER CONSTRUCTION AUG. 15, 2001 FOUNDATION LOCATION MAY 18, 2001 64! ADDED CERTIFICATIONS AUG. 17, 1999 poi 2, MAP PREPARED FEB. 1999 8 rs li 5-rtrukar scr •-wommarr vouro A-sru,c ser ♦-sot raw r JOB N 19 � 04� OB NO. 99_0047 i! DWG.99_0047_Hnd i4 . a�auiaEp "ire r, -.. '=,CABDING NAILING SCHEDULE FROOSI D SARAS ADTION ., a � PER 200 I WFCM TABLE 3. I) pq�'�. �,�� R.P :' � �'�1-.)-----Z- (AS NUMBER OF NUMBER OF1:) V0 r 3 �'('uJ ` - JOINT DESCRIPTION NAIL SPACINGS D NC ` ' ) J �`� COMMON NAILS BOX NAILS R F r. , a - NOTI?Y BUILDING r.,,,i MRN T AT ROOF FRAMING 7651E02 �;r., TO P FORTHE FOLLOWING INSPECTIONS: RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - I Od PER RAFTER 1. 1 C�JI',IJr"yi ai I TWO FifMQUIf ED CILING JOIST TO TOP PLATE(TO -NAILED) (TABLE 3.4A) 3 3 Od PER JOISTASTtJ/'\RFOR POI.JED CONCRETE 2. ROUGH - FRAt,'VG 0, PLUMBING CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) 3. INSULATION 16"O.C. RAFTER 3:12 10- 16d 10-40d I OA\ 0ISO, THOLD 4. LE COMPLETE FINAL - CONSTRUCTION MUST FOR C.O. SLOPE: 4:12 8- 1Gd 8-40d (TABLE 3.9A) EACH LAP 5:I - 16d 6 -40d ALL CONSTRUCTION SHALL MEET THE 7:12 5 1Gd 5 -40d S I I 01 K CQ \ QR nH -+t E NEW REQUIREMENTS 0r II �r��D��OFP���J 9:12 AND GREATER 4- I Gd 4-40d YORK STATE. NOT RESPONSIBLE FOR COLLAR TIE TO RAFTER(FACE-NAILED) DESIGN OR CONSTRUCTION ERRORS. RAFTER SLOPE: 3:12 3 - I Od 3- I Od (TABLE 3.6A) 4:12 2 - I 06 2 - IOd 5:1 2 2 - I Od 2 - 1 Gd PER TIE �; "' '!` 4-1 ,:�L, CODES OF 6:12 AND GREATER 2 - I Od 2 - 10d ��` 'I" "t F NE�l YJ -, t S-i�� `--� �: _TOWN COGS BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - I Od EACH END GENERAL NOTES AS REQU i RSD Al:7i,,,�-' ?r 't•S OF I I . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO SSI'"',:,_� Iv= :� RIM BOARD TO RAFTER(END-NAILED) 2 - I Gd 3 - I Gd EACH END INSURE THE PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL �\\\' " SOI. �r11!��,�ia11)PLAN`Jltiu�'�PRD WALL FRAMING CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND *- -\\'S\ 236 COMPLETION OF THE WORK. © � �pQ r r, 'r, .3 r, �;,... r pr r, (BASED ON SHEATHING NAILED I I TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 - 16d PER FOOT 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST -, \+c,-0 ". �0 G ,-• a'v c FCis @ G"O.C.AT PANEL EDGE) ! ` I` EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. �F` w� G0� ,_....�. - . . PLATES AT INTERSECTIONS(FACE-NAILED) 4- I Gd 5 - I Gd JOINTS-EACH SIDE `�C J�c..-0\ TABULATIONS 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. ' ��`"- STUD TO STUD (FACE-NAILED) 2 -16d 2 - 1Gd 24"O.C. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY AR MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. AREA OF PROPERTY = 30,000 SF HEADER TO HEADER(FACE-NAILED) 1Gd 16d 16"OC ALONG EDGES AREA OF EXISTING BUILDING = ! ,420 SF 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE AREA OF PROPOSED GARAGE ADDITION = 96 SF TOP OR BOTTOM PLATE TO STUD(END NAILED) 2 - =Gd 2 -40d PER 2x4 STUD BUILDING DEPARTMENTS ETC. CERTIFICATE OF OCCUPANCY, UNDERWRITERS CERTIFICATE, WARRANTEES AND LIEN RELEASES TOTAL AREA = I ,5 I C SF 3 - I Gd 3 -40d PER 2xG STUD SHALL BE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. ERAGE = 5% ROOF SHEATHING 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. OCCUPANCY STRUCTURAL PANELS: PANEL INTERMEDIATE G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, WITHOUT IS UNLAWFUL (TABLE 3.8) EDGES SUPPORTS SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 1V ITHOUT CERT F _ gT INTERIOR ZONE 8d I Od 4" 6" � 'I` E DRAWINGS PERIMETER EDGE ZONE 8d 1 Od 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS OF OCCUPANC 4 4" REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. A-0 NOTES GENERAL INFORMATION GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d I Od 4" 4" 8. REPAIR ALL DAMAGES TO EXISTING BUILDINGS $ SITE INCURRED DURING COURSE OF CONSTRUCTION. REPAIR MATERIALS,,..- A- I FOUNDATION PLAN - SECTION WORKMANSHIP AND FINISH SHALL MATCH EXISTING ADJACENT UNLESS OTHERWISE DIRECTED BY OWNER. A-2 FLOOR PLAN DETAILS CEILING SHEATHING CONCRETE A-3 ELEVATIONS GYPSUM WALLBOARD 5d CCA.;LERS 5d COOLERS 7"EDGE/ 10" FIELD I . ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF' 3000PSI UNLESS OTHERWISE NOTED. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. WALL SHEATHING 2. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST.A.C! PANEL INTERMEDIATE STRUCTURAL BUILDINGS CODE, ACI 3 18, AND MANUAL ACI 3 15. \ PANELS/HARDBOARD EDGES SUPPORTS (TABLE3.9) INTERIOR ZONE 8d IOd 6" 6" CARPENTRY 4'EDGE ZONE 8d I Od C' 6" I . ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER DOUG-FIR, FB= I ,200 P.S.I. AND E = I ,600,000 P.S.I. UNLESS OTHERWISE INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1450 P.S.I.. FIBERBOARD PANELS: 7/1 6" 6d 3 - 3" EDGE/6" FIELD 2. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE 25/32" 8d 3 - 3" EDGE/6" FIELD LATEST EDITION OF THE U.S. PRODUCTS STANDARD PS-I , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF NUMBER °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d PER FOOT. WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS RIVERHEAD, NY I Iot01 3. CORROSION RESISTANT I ! GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND 631-5Q1-8106 F 631-721-0144 CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS. CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF FURNISHED IN ADEQUATE NUMBER AND SIZE. PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 5. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF PROPOSED GARAGE ADITION G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK.STATE BUILDING CODE, AND THESE SPECIFICATIONS: DIVITO RESIDENCE USED. A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND MARINA LANE, EAST MARION SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. TORN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK PRESCRIPTIVE DESIGN LIMITATIONS• B. PROVIDE SOLID SURFACES AT LEAST I-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, ETC.. section 35 Bloc 08 Lot 5. FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT EACH END. C. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE AND AS NOTED HEREIN. ATTRIBUTE LIMITATION REFERENCE FIGURES I PROPOSED (I) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. NOTES GENERAL INFORMATION SECTION (2) FRAMING TO SUIT WORK OF OTHER TRADES. NUMBER OF STORIES 3 1.1.3.1a 1 (3) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. WALL SYSTEMS D. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; STAGGER JOINTS. LOADBEARING WALL HEIGHT 10' 3.I.3.3a - 9'-0"t G. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GALVANIZED STEEL JOIST HANGER. DRAWING PREPARED DEC.. 12,2014 NON-LOADBEARING WALL HEIGHT 20' 3.1.3.3a q'-0"± SCALE: I = 40 WALL STUDS WALL STUD SPACING 24"O.C. 3.1.3.319 - 16" 7. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. JOB NO.: 2003-44 SHEARWALL LINE OFFSET 4' 3.1.3.3c I.5,3.1 b 1 N/A 8. ALL STEEL HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. SHEARWALLS SHEARWALL STORY OFFSET d 3.I.3.3d I.6 N/A SHEARWALL SEGMENTS ASPECT RATIO TABLE 3.17D 3.I.3.3e 1.7 1:1.3 CLIMATIC $ G E O G RAP 11 I C DESIGN CRITERIA f"�s C-F (':r,y' ti DRAINING NO. ROOF SYSTEMS LUMBER RAFTER SPAN(HORIZONTAL PROJECTION) 26' 3.I.3.4a - 6' GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHIELD ,-",,\ \ RAFTERS RAFTER SPACING 24"O.C. 3.I.3.419 - 16" SNOW (SPEED IN DESIGN UNDERLAY- FLOOD ", , rt DESIGN LESS OF 2'OR RAFTER LOAD MPH) CATEGORY WEATHER- FROST SINE TERMITE DECAY MENT HAZARDS 4,r ;'ffi s } RAFTER OVERHANG LENGTH Co EAVE 3.I.3.4c 2.1 8""t SPAN/3 INC DEPTH TEMP. REQUIRED RAKE OVERHANG LENGTH LESS OF 2'OR PERUN 3.1.3.4c 2,I, 6" N/A PER MOD.TO SLIGHT TO ` I SPAN/2 20 PSP 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE I I° "ES NO s' a f / ROOF SLOPE FLAT- 12:12 3.1.3.4d - 6:12 i ROOF t '6‘1:' n 101' J/'� DIAPHRAGMS ROOF DIAPHRAGM ASPECT RATIO TABLE 3.16A 3.I.3.4e /F/ yr+ ` 1:15 / A O I 2X4 EXTERIOR WALL / Z f I STUDS 5/0" 0 ANCHOR EXTERIOR WALL STUDS BOLT ® B'-O" REFER TO PLANS FOR SIZE d N SECTIONS FOR SPACING `, r_______...- - --__ -- - II ' I5-10d COMMON NAILS TOTAL Q 2" MIN , ._ ' SIMPSON LSTAS6 WRAPPED �'�, AROUND D.G. Il�I11 5"SLOTTED SQUARE A'•. DOUBLE SILL PLATE ® X86® CONCRETE �• _ WASHER(TYPJ -r. '/ 'lid M1 \Kjr CONCRETE ,r-MIS 1 FOUNDATI1 .---•;' ,,,,i-------'- /'l FOUNDATION WALL % f ' TOP: o0N 2Od COMMON NAILS® ONRETE FOUNDATION WALL 5/8" R BOLT \ 2x6 SILL PLATE r'f ^ I SLAD/ FLOOR STRAPPING 2 ANCI-1OR DOLT SPACING@ SLAB ` �" '` ' :`-�_ A- I SCALE : NONE A- I SCALE : NONE Y2" PLYWOOD SHEATH I NS \/ 2X6 RR ® 16" O.G. � ��, EXISTING TO REMAIN - NO CHANGE �. / --, 2X6GJa 16" O.G. Y2" PLYWOOD SHEATHING 5/8" FG GYP. BD. WALLS 4 CEILINGS 2X4 STUDS a 16" 0.0, 4" GONG. SLAB ABV. _ _ _____._ _. ___._ _ WITH 6X6, W4.0/W4.0 -f WWF - 41-;111" '" ..::,A44.1(01,414-/' r'`¢'' `F� SECTION A-A EXISTING CELLAR 0 z __, SCALE . I/4° = I'-o" Aisi � - ° z -1-= In -s- IL/ NUMBER DATE REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 11 Y2" SPACING ALLOWS 620 OSTRANDER AVENUE ' HOLDDOWN INSTALLATION RIVERHEAD, NY I14'101 TYP. DOUBLE STUD \. II 631-�✓Qcf-8106 F 631-727-0144 —1 l MIN. ® SHEAR Alb. XISINO_ .-_______. I 1 U LOCATIONS TYP CELLAR UNEXCAVATEDeif 0.0. STUD TO d 10" �j END HALL - FILL 4 SND DIVITO RESIDENCE / I TAMP 50L I D O.G.d COMMON NAILS ® 6" Z MARINA LANE,EAST MARION GUT EXISTING WALL 14" GONG. SLAB V PK .y,,- NN= p FLUSH WITH I WITH 6X6, W4.0/Y� .O •- O p, 1= HOLD°O TORN OF SOUTHOLD UNDERSIDE EXISTING I I WWF / Q0 N p \ I Section 35SUFFOLK eol 0ock8 NEN YORK 5. ' SLAB I i - < CORNER SND CONNECTED O TO TRANSFER SHEAR 0O v- FOUNDATION PLAN 4 SEGTI ON #4 EARS * 12" O.G. X 12" - - LONG AT ALL 1 A INTERSECTIONS - TYPICAL ISiiiiiilY14 X `�VIt:1 ) it NI1 1 – -- — :_rf _i �Q� / DRAWING PREPARED DEC. 12,2014 0 SCALE: I" = 40' JOB NO.: 2005-44 17'-4" 81-0" EXISTINS TO REMAIN / ADDITION .a.-.•._. -..--�., DRAWING NO. FOUNDATION PLAN 3 CORNER NOLDDOWN DETAIL �, ,.-< �1=;,p,.;h. :: , SCALE : I/4" = I'-O" A- I SCALE : NONE `o �`' -''t L .., ,(/ /„, ., , _ ``, ; j % ` J ROOF RAFTER $ CEILING CONTINUOUS RIDGE VENT J015T5 REFER TO PLANS FOR SIZE SPACING SIMPSON G520 ® I6" O.G. SOLID BLOCKING 0 r/- ,' 8-Sd COMMON NAILS IN EACH I( 11 I I I I I I JOINT IN PLYWOOD END GF STRAP MIN. ,! L — -_ I( I I I I 14"-I�° SELF SEAL ADHESIVE ' � FCC I I -- - ��- _IL_ - --I�--- - JI ON BACK y yr"' 111 � ROOF RAFTERS .� REFER TO PLANS FOR SIZE ® I I I NAIL GUIDE LINE 4 SPAGIN6 ► I I( I I( Sd NAILS ® 3" O.G. III11 IIISd NAILS® 6" O.G. _ _ 3/8"-7/16°� ZING 51MP50N H2 ® I6" O.G. 11.2111 N - COATED SIS— NOTE: ( I I \ STEEL,SMOOTH SHANK RIDGE STRAP MAY SE 5-Sd COMMON NAILS I I I I I I I Sd NAILS ® 6" O.G. Min SUBSTITUTED FOR 2xb ® EACH E �� . . . �, ROOFING NAILS OR COLLAR TIES IN UPPER I/3 OF I T TIL T _LI T T Ll T TIL ^ APPROVED EQUAL ROOF ® I6" O.G. EXTERIOR WALL STUDSI 31_ 11 X 5 THROUGH NOMINAL UNEXPOSED LAYERS REFER TO PLANS FOR 51��_ LINE OF FOUNDATION -V0 SECTIONS FOR SPAC - WALL 0A-2 RIDGE STRAP 2 RAFTER/TOP PLATE STRAP''ING 3 TYPICAL PLYWOOD NAILING PATTERN 4 ROOF SHINGLE NAILING DETAIL SCALE : NONE A-2 SCALE : NONE A-2 SCALE : NONE A-2 SCALE : NONE --;:1---I1 I ------1____ 0 n III H NOTE: NO CHANGE TO ANY INTERIOR ROOMS - ROOMS SHOWN ARE APPROXIMATE LOCATIONS EXISTING GREAT ROOM O z _ cV X IN N � 0 i II --- 0 NUMBER DATE REMARKS _ ____ z I- --.-- ROBERT C. TAST, A.I.A. --> __ 81-011 ARCHITECT 1111 620 OSTRANDER AVENUE _-- -- RI VERHEAD, NY 11101 0 631-5019-8106 F 631-121-0144 -IFF EXISTING LIVING ROOM 161-8"f 4" I PROPOSED GARAGE ADITION / )(� -p-811 //1 'I DIVITO RESIDENCE MARINA LANE, EAST MARION M TOWN OF SOUTHOLD FOYER EXISTING C 11• SUFFOLK COUNTY,NEW YORK Section 35j BlockO&j Lot 5.8 71cXv I tki- / - .31_13 z _— —_ I—It 1 ,r \\ // 2X8 RID E 0 O— ��u — \ /\ / N Q ELORRPLAN $ DETAILS \ / PROPOSED 4EXISTING \ EXISTING GARAGEGARAGPORCH \\ // I ADDITI XI\ / `I DRAWING PREPARED DEC. 12,2014 \ / SCALE: I" = 40' \ / JOB NO.1 2003-44 EXISTING O.H. DOOR TO REMAIN ----.., DRAHIN6 NO. 21'-8" 11'-4" / 8'-O" / '0R', ; c:V,,, \ / EXISTING TO REMAIN / EXISTING TO REMAIN ADDITION t, a FIRST FLOOR 0PLAN ,1_� SCALE : I/4" = I ' O" k,_ ;%,' A-2 • / / \ • REMAIN - NO . CHANGE .. . , . I / 1_____ II, , T /. \._ ERN RIM Nino MEI EMI ming ASPHALT SHINGLES _ - TO MATCH EXISTING Min Inn• EXIST. SECOND FLOOR _ I EMI EMI EXISTING TO REMA I N NO 11111111 MI CHANGE ' . , I 11 — ---- - . _. =:2 -- „.,..,. _. 1 SIDING TO MATCH :: ; EXIST. - EXTEND NE -- N , \ • LT:SIDING TO O.H. EXISTING O.H. DOOR TO REMAIN 12DOOR EXIST. FIRST r------------ --- ____ _ _____________________ FLOOR__ _ _ .__________ _ ___ 1 - — MATCH EXIST. I .-"-- GARAGE SLAB I I ELEVATION _.-- VIMMIII.INNI. ---........................................1 GRADE VARIES \ NORTHWEST ELEVATION SCALE : I/4" = 1 1-0" 0 -- -1-1 L 1-- - — I I I 73 i to y . ,... [ . ._ .._ - ,_,- _____;-------------„ ---, '''''''---,...-'''''"--- ---,....<:.,--- .. . ..-‘1 _____2.,----------- ,,-= ----- NUIvfEER DATE REMARKS ,--'' -------- ----,_ ...-----_,------ -,.., ROBERT C. TAST, A.I.A. „....„) CONT. RIDGE VENT ARCHITECT ,,.--->--------.,'---,..,, ------>---- b20 OSTRANDER AVENUE EXISTING TO REMAIN - NO CHAI\k , --.,, ,, RIVERHEAD, Ni' I Ic'I01 MATCH EXIST -- r - - 651-5 -8106 F 631-'721-0144 ROOF PITCH __ , . . - ' .„..--- III / .1111111 ill 12 I EXISTING TO REMAIN 7 NO CHANGE PROPOSED SARACE ADITION Mill -------- EXIST. SECOND 71...001;Z. DIVITO RESIDENCE MARirNOAIAct; ouTH0EAST MLDARION = 1 ____- -- ----- _______ _... _ - --- --- --.- _ __ . __ _ _ ......... Rt; % .....••••,.....''' '''''''-,,,,,...----, SUFFOLK COUNTY,NEIN YORK ----- ‘-- ' = Section 55 BI ock Oa Lot 522 _ .. TTEi ekl\K I__. -------------- SIDING -re. "k C. .=IT: lk 1 - EXT. 'or NEN SIDING T _ :-.-= ELEVATI ONS - EXIST. FIRST FLOOR . ......___ - _7-- t rfru'r GARAGE SLAB --- - -- TO MATCH EXIST. 1 DRANINtS PREPARED DEG. 12,2014 — --- ........................................„.... •••"'"" ............ — — EXIST. FIRST JOB NO.: 2003-44 ... FLOOR _ MATCH EXIST. - DRANINcS NO. 4 GARAGE SLAB ELEVATION — T -- .,.,,.-c:, •.,,,,..__Litti , ,,, '' ,-•". "- ;O' \ ---<> —__ —.--------- _ _ _ GRADE VARIES V.Ir. / .16:' _...., _ ,,, ‘4.- 0-,. ,'-., 1 \ I EXIST. CELLAR SLAB 1 b I 1 - -. , : 5 • , SOUTHWEST ELEVATION , . _,.., i L — — — _ I 1 I PART SOUTHEAST ELEVATION _ _I to ti _ \ SCALE : 1/4" = 1'-0" / i \ ::, --- . SCALE : 1/4" = 1'-0" A-3 . ., \\... \- ../ 6" 3'-0" 2X4 EXTERIOR WALL / , / STUDS t 5/8" m ANCHOR EXTERIOR WALL STUDS BOLT ® 3'-O" REFER TO PLANS FOR SIZE 8 - SECTIONS FOR SPACING i ` Zo a ` 13-10d COMMON NAILS TOTAL \ 0 2" MIN , \K SIMPSON LSTA36 WRAPPED AROUND DOUBLE SILL PLATE ® IIIIIIIII 3" SLOTTED SQUARE16" O.G.1 I Q WASHER(TYPJ =j�4 CONCRETE CONCRETE -MINK FOUNDATION FOUNDATION WALL II TOP OF SLAB VARIES 11 �AIO�d COMMON NAILS ® 5/8" � ANCHOR BOLT � � LINE OF DOUBLE ' _ CONCRETE FOUNDATION WALL 2x6 SILL PLATE el I SLAB/ I-LOOR STRAPPING 2 ANCHOR BOLT SPACING@ SLAB A— I SCALE : NONE A— I SCALE : NONE Y2" PLYWOOD SHEATHING I 2X6 RR 0 16" O.G. EXISTING TO REMAIN - NO CHANGE - I / 2X6 CJ 0 16" O.G. 1 ` Y2" PLYWOOD SHEATHING 5/e" FC GYP. BD. WALLS 4 CEILINGG 2X4 STUDS 0 16" O.C, 4" CONC. SLAB ABV. WITH 6X6, W4.0/W4.0 WWF SECTION A-A EXISTING' CELLAR N Q SCALE : 114" = l' 0" N itit V - O I- 0 Z tp I JULY I,2015 8"CONC.BLOCK X 111 NUMBER DATE REMARKS 1 8'-0" / / ROBERT C. TAST, A.I.A. ARCHITECT • 4\\* Y2" SPACING ALLOWS 620 OSTRANDER AVENUE .\ HOLDDOWN INSTALLATION RIVERHEAD, NY II01OI TY O F. DOUBLE STUD NIP" 1 651-5g1-8106 F 631-721-0144 -I MIN. 0 SHEAR WALL HARDWARE 111. _`\ LOCATIONS TYP. C7------P2 EXISTING__-_._. J� CELLAR UNEXCAVATED - 0.0. STUD TO d 10" 4END WALLPROPOSED GARAGE ADITION ��� - FILL Q STUD DIVITO RESIDENCE -� 2-Ibd COMMON NAILS ® 6" TAMP SOLID Q v O.G. CUT EXISTING WALL—/' 4"1CONC. SLAB ABV z i-_ = 0 HOLDDOWN MARINA LANE, EAST, MARION TOWN OF SOUTHOLD FLUSH WITH WITH 6X6, W4.0/W4.0 O i O� _y F- SUFFOLK COUNTY,NEW YORK UNDERSIDE EXISTING WWF 1-- IV (V [ Section 55 Bock08 Lot 59 SLAB 0 z Di CORNER STUD CONNECTED j .DEPRESS CON. 4 n O TO TRANSFER CI ICAR PROVIDE I COURSE IL O 8" GONG. BLOCK v= �1 FOUNDATION PLAN 4 SECTION #4 EARS ® I2' O.G. X 12" THIS AREA 0 \ J f Lr' _ I LONG AT ALL 0 X= ! +; INTERSECTIONS — TYPICAL_„_.__ J .,” < I �) I 4111411 "� \ a ` �.I AUG 2 6 2015 I I DRAWING PREPARED DEC. 12,2014 : / _� SCALE: I" = 40' 'NMII JOB NO.. 2003-44 I1'-4" 8'-0" DRAWING NO. EXISTING TO REMAIN / ADDITION / ,f.. OF NEW Yo FOUNDATION PLAN , 3 CORNER hOLDDOWN DETAIL 5 �w,,1 cH4R4,, 5f- SCALE : I/4" = 1'-O" V0,44,:' A— I SCALE : NONE 0 r '1 0 :::t:''4''''::"-i's"" Q / wit, A