Loading...
HomeMy WebLinkAbout40247-Z /0 %-, Town of Southold 2/18/2016 :. P.O.Box 1179 1 53095 Main Rd ' t * -, ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38105 Date: 2/18/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 935 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-1-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 10/27/2015 pursuant to which Building Permit No. 40247 dated 11/5/2015 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: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Karakalpakidis,P - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40247 02-03-2016 • PLUMBERS CERTIFICATION DATED / Aut r• • ed Si ature' 's-a707,r TOWN OF SOUTHOLD 416' BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY y161 soY 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#: 40247 Date: 11/5/2015 Permission is hereby granted to: Karakalpakidis, P 23-16 Crescent St Astoria, NY 11105 To: construct an accessory garage as applied for. At premises located at: 935 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 31.-1-5.3 Pursuant to application dated 10/27/2015 and approved by the Building Inspector. To expire on 5/6/2017. Fees: ACCESSORY $388.00 CO -ACCESSORY BUILDING $50.00 411111,• $438.00 Building Ins.- -tor_ 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. )6—x7- 15 New Construction: x Old or Pre-existing Building: (check one) Location of Property: 6135 goe-Ial Pb 1 aT goA0 House No. Street Hamlet Owner or Owners of Property: PeT k A jZA ICA LQ Akl D15 Suffolk County Tax Map No 1000, Section 3\ Block I Lot 3 Subdivision Filed Map. Lot: Permit No. Lf02)(---) Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 'elP ,,..z...../<, Applicant Signature ''_/, iii .„..� Town Hall Annex ti ® : Telephone(631)765-1802 54375 Main Road C * t Fax(631)765-9502 P.O.Box 1179 c.”) Q Southold,NY 11971-0959 ;,®ly a®•,�•�` roger.richertCa�town.southold.ny.us = c®UNTO, ���� COUNT" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Karakalpakidis Address: 935 Rocky Point Road City: East Marion St: New York Zip: 11939 Building Permit#. 40247 Section. 31 Block: 1 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X i Renovation 2nd Floor Hot Tub Addition Survey Attic i Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 NC Blower Range Recpt Fluorescent Fixture 8 Pumps Transformer Appliances Dryer Recpt 1 Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment " 1- Special 30 Recepticle" Notes: Inspector Signature: —7-._a — Date: February 3, 2016 Electrical 81 Compliance Form.xls ,� (,� 1��,ho��OF SOUTy0Io . c "� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 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 VIOLATION [ ] CAULKING REMARKS: -(,)i& , DATE 1, /63 45- INSPECTOR2It'-'4(#d 411 0��OF SO(/Tyolo\i ig TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FO NDATION 2ND [ ] INSULATION [krfRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: G'e ($21 • ' DATE / l'5— INSPECTOR i ‘22,2 _ 2Z7.e.., 40F SOpTOI\ 2 if eigl . - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION' 1ST [ ] ROUGH PLUMBING [ ]/OUNDATION2ND [ ] INSULATION [' ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 Ir' 7 c--- -:.moi.. Lec ‘ ��- / 7A,LS--e ,A\ - "A-1/E Cf.r-54-,c z___ e-d -14/1/46 co J are eS7- . DATE )43 /5-- INSPECTOR ,,%SOF S00,50': ;* /� V O 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 kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: St/ DATE / . INSPECTOR * , 4 -- TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECJp-N- FOUNDATION 1ST [ ] UGH. PLUMBING [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: - - - DATE , INSPECTOR • --f-'11 vcce\ *4 clf 4°1/ As 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) [tk] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /41V/4/(-- DATE --7/45 1 INSPECTO1 ' ti���Of SOU Flo. Ty ‘* *, 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIOt' [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [- ] 1 LATION [ ] FRAMING / STRAPPING [ ' FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: / DATE ` INSPECTOR 47 r„..„ i ' •. ` - .-____j . FIELD 1N•SP N'XtEPOId DATE C® S • r • • — iiii. lt___ ,,e N i PO:LINDA/170N(2•ND) M ' Mill Sai)---. c/.. -7t,., a,-. e.,.,„ -_.?.4,-77--W, mi _M t °` �.: � BIPLIJIVIit [ .%t p - r �k„., ' )- " fes'Z/i ee.,..__ A J INSULATION STATE PIERGY • r • • ! '‘ . rN - in / . , - v---. ,...t . FINAL • �,. �, _ .. a'Il�H 1 • • A b b r•T) °N A G c7 fr) ., ' T`--' ''&-red. G Cait' # • ,,, .. . , 13- 1 &(--( P 0 ' N-,(.. p(7)n : _v. l2 (c �« — GSL ?- . • • .. • •. . Y 'i)) • , • .) 0 ti _ . . ... . ... . • " i ' , ti. •te t, r t ,, 1,_, n 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 119714 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 , 9� (� Survey SoutholdTown.NorthFork.net PERMIT NO. Zfr-) �� Check Septic Form N.Y.S.D.E.C. Trustees E I17 !---F-E-71 C.O.Application D Flood Permit Examined ,20 Single&Separate OCT 2 7 t 111 Storm-Water Assessment Form Contact: Approved ,20 B LOG DEPT arrYLA Mail-to: 7&h Sou v-Alas Disapproved a/c ` TOWN F SOUTH 'D \ Phone: 0-18) 4-1-g-4.lz6 Expiration (c, ,20 �• / q1'}� rj�S� Z 7r6 Building Inspector APPLICATION FOR BUILDING PERMIT Date (o1 264 , 201 f INSTRUCTIONS a. This application MUST be completely filled in by typewriter,or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. ' APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o applicant or name,if a corporation) �oI-o1 3'1- Avenue, wobals Le WY I(3� - (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder pl Name of owner of premises Pr ,... kARA V.ALp.A i Dl S (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 proposed work will be done: 1 ' 4135 ge)e- Pot NT tooAo ' EAST MAt2io)4 House Number Street Hamlet County Tax Map No. 1000 Section 31 „,Block, ' , . ' , ;;};,,' `, , ,Lot 5. S 1 't.d.11.. .. ;:.[f.."1+-'1)3'Al':,:,,7i 'i--i V" _ .1r :1,;it,-,.3--,t I.'._ :1L-1 '.,'.ii.%.. • Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 0615- fA1AIL`C t W I:LL 1110 b. Intended use and occupancy p 4g FAMILY t WELCH-lC, p12tgoS11.161 A I4.kl ACG .SSoPY tau cTvgE fes- ST"'2AC 4,141-`( 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work y E.W AGGESSoRY I)SE 'S+ .4, (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Numbcrcof dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear • Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: • COUNTY OF Su -Fp` ) 1 A iitAl-1 A. 5 DU CLI.I l AS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 4 gC44 tTr CT (A E 4T (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 I_ 2.1--t day of O(:lT)ber 20 /5 • G Notary P+y is TRACEY L. DWYER Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20)0 . - �T(0)][ZMWAT]ER Scott A. Russell °v - ' SUPERVISOR s ( MANAG]EM]ETNT SOUTHOLD TOWN HALL-P.O.Box 1179 \y 41 • 53095 Main Road-SOUTHOLD,NEW YORK 11971 '� ��/ Town of So u th o l d 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) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. DB B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑13 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑® E. Site preparation within the one-hundred-year floodplain as depicted on-FIRM-Map- of any watercourse:- - - i ❑El 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. #: ]000 Date Dutnct NAME A MALTA FDbU �IJIAS �_ �___ s . 22.') a a7—i5 Section Block Lot 6gneiu,e, <; FOR BUILDING DiEP.AIU TIENT LSE ONLY .,_. Contact Information. y`� rarteoo..,,,a Reviewed B (0L /1 (Date: /0—a7-15 Property Address / Location of Construction Work. 135 tK„bGk•f ,Pbl�� i2 Approved for processing Building Permit. t Stormwater Management Control Plan Not Required ]� Stormwater Management Control Plan is Required ( 1 (Forward to Engineering Department for Review) FORM ” SMCP- TOS MAY 2014 V \,5 \--T-7\\ 111`„ yQlo• _--\\L1\`Gown Hal Annex i .- - 4• • hone415951.5180k15 54375 r -%Road S_Zoad .�_ _,: • � �co - � G •: :;'.•;.�.M �' roger-rich tt62tow out old-n -us P.O- Boa 1179 �1 I Southold,NY 11971-0959 Z c . �/ ----____._ ��•�iiiii� _1 t1i(`, - BUILDING DEPARTMENT . TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - [REQ . UESTED BY: OM & dwll.ev Date: / 2,-/1/-/r - 'Company Name: . - L - Name: • - License No.: - Address: - Phone-No_: . l : JOBSITE INFORMATION: ('Indicates required information) - Name: PCD4cie_lilo -14-1S‘ kezi/ce- I/eelk i: c1-#J - - - - --� *Address: -q35 12_064y - Po ,' ' - . g-ver_ L *Cross Street: �► 7 Q 5-'66 PE-,,y - _ *Phone No_: - N/7) 417- 0116C3 . - Permit No.: Li 02441 . - Tax•Map District: • 1000 - Section: Si - Block: J Lot: 5.3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . • • (Please Circle All That Apply) . • *Is job ready for inspection: . . NO. Rough In Final ' *Do•you need a Temp Certificate: YES 1 NO - - - - Temp Information (If-needed' - *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . - 1, gl/ VI( p - p I lir ( <- ,1 v 1\v 82=Request for Inspection Form 1a , a ••ar- •.... . • _ . OAI�M • sle s 111751.11.. • .i!` •r s! �-�'"u!y•r s•a ir. f A .,yr f w ..` -111r ^ _ t),..—‘41.,,,' ) '..i4S. ; 44 -Z.!.orin. • tai i . ,e t= r^r fes ,� .;. .. ; rr 5 40,...„*.,,,,':, ... NI- � f .d 4, r tea; � +' S _. 4 i. -40 .:-F *s 1_3 •da !- .o ' s • ,....._ - . ‹. 41 .$17 • J.* .rte_ .. m Z • k. - r i rl.. / i , • .4 - , ` ` r �.� ... .., •di kr • x jib , - . - .dd .*. . . . 4. . - 1 or . gip*, , • II II vo Ittil" . e• $ • t • Ti. ' .1.1. • . "` .0" . - - ' • , ' if ' . 4 •., * '`o• - r Ire:11/1° t -., 1r , A. ' ••4 „,,,,,, ,ii --. . • " if li • • . k, ' il.• 411r, r '. 4,, -'5# t '" i'• - ' re . . .. . ., t, I' • " i Aill4" . I.: 4 . 0 • "if 4/i/OrH 44 ... 7• idigt ' 2aps '1,_ _ • •„ • „.• . - 4* 40•Ak 41. . IP . -. .-. : .• -Y : • ._ W. , ,44 . ... .W_111110Milialr.._,Mr. -'W.P.*' ag0F.41 .. ..1.1 ... • I, r *14 ' . 4 4 4110 ..A110 # , ,.....) -• iL 4 : • ... lit.j.... 11 I Ok. • . '7 ... "... 1 ; ' t . . at 4 v r : , , 4 { Oi + .'i - P-. t,..r;. .. •' ,.,.l0 , V� y��:1 ►, /j' C ♦ 3' { , ;R-{^ rk`:* ,- -Sr,c 'lit' N '� rias r t r . - '• ! -A f 1^ ,, i j4, yyy �, �1 .R+.•/ le • ,...7:, , 11 } 1 +` . IY 'lf •rJ` i 't. f' I •� ,1 . vl �• . ,•. • ` 4 • `7Y+ . ` ;'f- � 'y -4-, � Iryre, x41, _'•, s i may. 1 „.'1.-.+ :Ifir �I4 �� 1 tl!6 t, ♦.•,4* ' 4' r jam `- S��f S\, J 04'. r , r- • t., },t ' Y�4 r t r �.� yp • - ' r1.-.4...4...,‘ •':'..;,,....:,-,,,,...:',::-.:.,A1,1:,,,,,11- 1 rt '. . ^,. �',� r ` illk :. 1' �- � ,. b. 'fit�r � •� Zf�� sryr`t' - m !�• -� r Tull./ rf� t y�r: /h k # ' f rs� ',•r "g ` fr -. i •t ; . ttr �•.''.4It 4 s vr"rw '4:1i,, .t�� y,Jam, a`, `'•F• y' ; Sl,, 1 -'4 •i ii� "i`+ F• ). •F ,�,,,",,--?••• ••,—' • , ��,i 'efit,i�.. ., J `A !, *, j• r, ,.y'r `r f, 1 1 1 t+, 1 '1,40• A V t Jr.0 CPO. '• i m1.t • x _ • ^'r :r A .5.. ,,i--.,4., „ .,' .. , l+,...k , x ( ' \,fi 4:i ,,• rr 'rf �,yr, '. k . � f �,'t +,/ i. 1r ` d ri' K '•. �' ;, ,%1�YT j!• it `4� .? �, '> rY , fr 11 f 1•• f t I i Y , ••1*j/ i A '`• ' •r 7. '+ , ��y' I- y'i'_ '. �`1 ,\' , <1a r ,; '.,(i�s it . -4 4.4 ,,A - i r. , i,`44f ii . � ,- ...:,`r'• y} t .J• i N+"! "�` ' \ \ ‘, -- 410.- de 40000111.„>/• %� . :�, ._ ' • Al- • . a , ,_. K .,. 4 ' 1 iii p, .... 1 �` �� -' it 1 j' _ vg ij - .,y, f/ yy y..y / . -:,d,-. \ \ \ .--....., , , • . . • . ..,1. • • - - . .. . • - , f z . ;, -, ‘ sii • ..,.. _,4- , �•#ff l�l.r..1: 3 I 41‘ 1, r � �t ✓j„Aglaia._ a - , ? 1v - ,...a::`< 3!1 .„ sout : Town Hall Annex U �® l® : Telephone(631)765-1802 54375 Main Road t ill Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 leC®U '* ,r��,� February 10, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD P. Karakalpakidis 23-16 Crescent St Astoria, NY 11105 Re: 935 Rocky Point Rd, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) �! Electrical Underwriters Certificate. 1Y)rcA-o(71- It(' A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) 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 - 40247 —Accessory Garage II TOPOS ZONING ANALYSIS I DESIGNS , LOT AREA= 47,315 SF MAX. LOT COVERAGE= 20% MAX LOT COVERAGE =47,3 15 X 20% = 9,463 SF INC . ACTUAL LOT COVERAGE = 2,465.94 SF OK MAX SIZE OF ACC BLDG= 750 SF ACTUAL SIZE OF ACC BLDG. = 720 SF OK ---\ EXISTING BLDG = 1745.94 SF /�/' ADDRESS ACC. BLDG. = 720.00 SF /' 1 61-09 37TH AVENUE TOTAL= 2465.94 SF / WOODSIDE, NY 11377 MIN. DISTANCE TO LOT LINE = 15' _/' PROPOSED DISTANCE = 15' OK PHONE: (718)478 6786 / I FAX: (718)478-6786 336.633 — ' I E-MAIL: TOPOSNYC�GMAIL.COM NOTES G=G, 0' / 0 1 DRAWING,SPECIFICATIONS AND OTHER '� DOCUMENTS PREPARED BY THE ARCHITECT ARE / 1 1\ 7CI THE INSTRUMENTS OF THE ARCHITECTS SERVICE 1 O AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER OR NOT THE PROJECT FOR CP ` ' WHICH THEY ARE INTENDED IS CONSTRUCTED OR _ 0Q \ NOT. THE ARCHITECTS DRAWINGS, I/�' I N 1 N SPECIFICATIONS AND OTHER DOCUMENTS WILL NOT BE USED ON ANY OTHER PROJECTS FOR ADDITIONS / / vAlACCESSORY Q 1 ` 1 -111 TO THIS PROJECT AND/OR FOR COMPLETION OF THIS PROJECT BY OTHERS,EXCEPT BY AGREEMENT I BLDG. Z IN WRITING AND WITH APPROPRIATE V' COMPENSATION TO THE ARCHITECT. 70 1 DRYWELL CALCULATION 3G' 1 1 1 1 ACTUAL SIZE OF ACC BLDG = 720 SF 1 _I RAINFALL= 2" 720X .17 = 1224CUFT. or I 1 6'0 DRYWELL X 5'-6"HIGH = 122 9 CU FT. 1 ' N \-Z-__ 1 ui 125 C)?- 1 • 10 ` DWELLING I 0s 'i v. , 1 / / 1 /. /' 1 p ----------------- —/I — # DESCRIPTION IN DATE _/ �, REVISIONS 31 j / NAME/LOCATION OF PROJECT 1 N 32�— KARAKALPAKIDIS VW) 5 76oGJG1`1 O —/�'' 935 ROCKY POINT ROAD 1 /i i DESCRIPTION OF WORK B PAGE DESCRIPTION \ ....•�— INTERIOR RENOVATION 1 PLOT PLAN, ---- APPLICATION NO STICKER A\�OP� SEA `� SHEET NO I�P�\v j, C- ---.-----' ';�: 1 OF 1 PLOT PLAN = \�` is _� x SCALE: 13211 II-011 '�` `�� 1� _ . i. /r, -.'h c �1 1: -�� 4•-1 l�- � SCALE. AS NOTED SECTION: 3 I BLOCK: I !'(a,`' ,, ';ti `(/} , , DATE 10-23-2015 LOT: 5.3 t ,Pa.; I., � JJ DRAWN BY NC t.\�' 0 • PT DEPT OF BUILDINGS \\ ,t?2..•..1,Y0. 4,,,,` ''A i APPROVED BY _ G DRAWING N�G. 2� I A-001 .00 OFFS /. ENG ./-:.< °F NEW /c4e � RU ,' NI� APPROVED AS NOTED 4rie Al i';',, , _ 472(9,M•''''W-.' r 1 / DATE: a(i SI 4 S B.P.# `+I'/ -,`"'V-.,,,.... tI .1 �� � NOTI'Y BUILDING DEPARTMENT AT ELECTRICAL F ',6471' Mk'� 765-1802 8 AM TO 4 PM FOR THE INSPECTION REQURED BUIL `''''0 O� FOLLOWING INSPECTIONS: 10'WIDE DECORATIVE DORMER 1. FOU DST N W s R Q !RE* Waterloo true ures FOR raffitIM.MPZI 3TMrrrrrrrrr rrlr `Mrrlr.�rrrrrrrrrrrrrr 3898 Lincoln Hwy, 2. ROUe�lif�l�'��'��t��r��� m��~�-�-� �` `I � m � Parkesbur , Pa. 19365 IiiL�1WWi ,.lJf�li;�IL.rrrrrr _ ./ "�r�r g 3. INSU /�iMENI�`rr�rNIrrr� /"t/ �:W�r�r�rMr�rIMr�r� 011.AlIR�lPIMPRrrrrrrr /r �m s� rrrrrrrrrrrrrrr 4. FINA liczavargrlg1`(IL'"�i1�r..r..r..mI �� �r�r�r�rrr�r�r� BE CON1f31157::si rrrrrrrr 1 ��—� �► rrrrrrrrrrrrrr PROJECT: ALL CO RIL'SPA-0,11,�RIFII#.�:'.l�IlP1rr0.r� _' — _\InIrENIrEINrl•rrrmrm REQUIR' MELTS OF THE CODES OF NEW Pete Karas YORK STATE. NOT RESPONSIBLE FOR _ _ 935 Rocky Point Rd. DESIGN OR CONSTRUCTION Ill _i . D; ' ' r \ / \ 7 East Marlon NY I 1939 • . . _ – , , .„ r. „‘„ IF U --- Li_ FINAL 10/8/15 E.S. . � . , - , r „ - „ ` , „ . • . . 7 \ / . / _ '-' \ / \ / , / \ 7 • d •', , ' r ' - v . . , - • . .- - / , , / - • \ / , , \ / ' 7 • .--' m • , / , / , ! , s .-. .� 7 , / , / ' . lrO:v'!ir LY t.---,ti E-ICit�" �a NEW YORK STATE & TOWN CODES OCCUPANCY DRAWN BY: AS REQUIREDP `' T' ' OF ^�u USE IS UNLAWFUL RAFTING CONCEPTS c+ ,.0 -,6- �� 1 •�,11 i1 :IABD WITHOUT CERTIFICATE ARCHITECTURAL DRAFTING cr_ AA "I EES OF OCCUPANCY JOHN E5H ti F( _ _ _,._ _— 717-442-5053 Jonn@DraftingConceptsLLC.net CODE * LOADING INFORMATION - GROUND SNOW = 20 PSF SCALE: AS NOTED - DEAD LOADS = I 0 PSF OCCUPANCY TYPE - BASIC WIND SPEED = 120 MPH - RESIDENTIAL STORAGE SHEET TITLE; - EXPOSURE CLASS = C COVER SHEET CONSTRUCTION TYPE - SEISMIC DESIGN CATEGORY = B -TYPE 5 B - FROST LINE DEPTH = 3G" PROJECT NO.: LOADING NOTES D546-15 - ASSUMED SOIL CLASS = GM, GC - I st FLOOR LIVE = SLAB ON GRADE - SOIL BEARING CAPACITY = 2000 P5F IF SOIL DIFFERS FROM ASSUMED ABOVE (REFER TO IRC CODES) i/iec:(:: P;',,." _ ( ifs'1".S17 J�"/,, 36'-0" V, ~ - `-�~ . / U �O. sv �� O X471\ e - i3u LI �'4topEs / - Waterloo Structures / / 3898 Lincoln hwy. • / / Parkesburg, Pa, 19365 / / . / / PROJECT: / L / / - O / Pete Karas / N / 935 Rocky-Point Rd. / N / East Marion NY I 1939 4 / ' P ‘1:ii GARAGE / o o n / o FINAL 10/8/15 E.S. / z - / / n / / 0 / 4 / - / / 0 _ DRAWN 6Y: / (I)JACK, (I) KING ATTACH HEADER e TO / (I)JACK, (2)KINGS AS JACK W/LSTA 15 AND KING TO FOUNDATION a - - - / PART OF SHEAR WALL(TYP) WI DTT2Z 1/2"EPDXY ANCHOR g / / `^ / DRAFTING CONCEPTS / �, / ARCHITECTURAL DRAFTING '_- 91.0"xT-0' _ y x"�° / JOHN ESH - - - _....I 3.0..x 6.,8.. I. 1 - 3 2x I 0 - 1„-�'-.. .- -"� �- - 2-2x8 - 717-442-5053 - - John©D raftingConcepts LLC.het / B'-6" / S'-G" 9'-G" 9'-G" r SCALE: - AS NOTED - 36'-0° / - / SHEET TITLE: FLOOR PLAN I\ \ 1 INDICATES ENGINEERED SHEAR.WALL - - ILI O f. P LA N PROJECT NO.: - D546-1 5 SCALE: 3/ 16" = I '-0" EN , or INit. ✓v /fir 4.:'07::•14 kif r10:0 evi . r .'. r li' fd0111k, I / mirC"-- 0.1/ I 36'O' <66 496471 e' ATTACH GABLE TRUSS TO WALL 2 X 4 GABLE WALL BRACE NAILED - Ns., �\\� WI 12d TOE NAILS @ I G"O.C. TO TOP OF BOTTOM CHORD Waterloo Structures _ 3898 Lincoln Hwy. H / -, II IIS II I� ,' ParkeSburg, Pa. 19365 ii/, II II II // II II III', , I{' II II II // II, II , Ir /, II 7FRENGINEERED TRUSS II II // II II /1, II PROJECT: — t 7. II I{/ II 2 X 4 CONT, LONGITUDINAL +II II /4 II BRACE NAILED TO TOP OF II \�\• .7\ II \ \\I II // II II BOTTOM CHORD. LOCATE II \\I Pete Karas // PER TRUSS DESIGN DRAWING 11•- II ►► // II II II 1\\ \ 935 Rocky Point Rd. ii \\ \ II II/ II II II II \ • \ / East Marion NY I 1939 II . II II\\` II II II II / / II II II II H II i \\ , FINAL 10/5/15 E.S. / Ir II II \\ II II 'I I i�Ir b / .i II II II \4i II El , i II ` N \ II II II II\\ II II \ \\ II \ •\.1,1, II II II \\ II H \\II, I\\ \ II II II \\\II II 1\\ II \ \\ II II II \IJ II II \\� ala) : m w ]I S DRAWN BY: II / ,/ II II II /�1 II II ,//' y/ II II II // a II •f'/ , /,It n u II ,// I n /,IRAFTING CONCEPTS "/ II II II Il/, II II , i II _ ~1 — _ = A II �I/ II (�'� — _ e ARCHITECTURAL DRAFTING C — -4 — �' \\ \II II II ///II II II \ \\ \II JOHN E51-1 \ lii. II II /// II II II \ yin' II\\ \ II II // II II H II\\ \ Il \ ,\ II _ II/i II II •II II \i —i ___ a 717-442-5053 John@Draf nIConceptsLLC,net SCALE: 2 X 4 DIAGONAL BRACE NAILED AS NOTED TO TOP OF BOTTOM CHORD(1Yr.) - TRUSS B PLAN SHEET TITLE: ` TRUSS BRACING SCALE: 3/ 1 G" = I '-0" - PROJECT NO.: D546- 15 ENGIN :fr ,..-- �OOG ME , �l Arlitii, , irt. Ai __,.....) 36-0 11 %\ J �o BUIL" " / - / Waterloo -- -. . -s / / 3898 Lincoln hwy. // - // Parkesburg, Pa. 19365 / _ ✓ %13,,xLOCK FOUNDATION ON - - - / 12"CONC. FOOTING / MIN.3000 P51 / PROJECT: / Pete Kara / 935 Rocky Point Rd. / 4" CONC. SLAB ABOVE . / East Marion NY I 1939 / / o q ° j (U-NEXC.) ° FINAL 10/8/15 E.S._ / / / / - / / - / / DRAWN BY: / / / / // 1 / DRAFTING CONCEPTS /7// /J —V///-2-- ---'`F1HT1 �/l 'i1 F //// JOHN E51-1 717-442-5053 8'-6" I 9'-C' 9'-6" 8'-G" / John@DraftingConccsptsLLC,net SCALE: 36'-0° / A5 NOTED SHEET TITLE: _ O U N D AT I O N 1 LA N FOUNDATION PLAN SCALE: 3/ 1 6'I = I '-0° PROJECT NO.: D546-15 • EN ,, OF NEW), . /17: ''' - -"-) , i 1. riari j/i,c v TYPICAL ROOF CONSTRUCTION - ® ���® � - 20'-0"RIDGE VENT WaterIo trU t"e5 MIN. 25 YR. ARCHITECTURAL SHINGLES OVERALL HEIGHT ON 15#ROOFING FELT 3898 Lincoln hwy. \ 7/16' 055 OR 1/2"CDX ROOF SHEATHING ParkesbUr Pa. 19365 PRE-ENGINEERED TRUSSES @ 24"O.C. g' 12 5 E PROJECT: H2.5A HURRICANE TIES @ EA.'TRUSS TRUSSES DESIGNED BY OTHERS TYPICAL ROOF OVERHANG Pete Karas A5,; 12"O.H.W/VENTED ALUM.SOFFIT 935 Rocky Point R . 2 X 6 FACE BOARD W/ALUM, - East Marion NY 1 1939 Eam CO CONNECT EVERY OTHER TYPICAL EXTERIOR WALL CONSTRUCTION FINAL 10/8/15 E.S. CO STUD TO PLATE W/TSP VINYL D4 SIDING 7/16"05B OR I/2"CDX SHEATHING GARAGE cj 2 X 6 STUD WALL @ 16"O.G. 2 X 6 P.T.WALL PLATE W/ 1/2"X 7"5T52-50700 SIMPSON STRONGBOLT 2 EXPANSION ANCHOR er@ 4'-0"O.C, MAX. 12"FROM CORNERS @ SPLICES DRAWN Sr': APPROX.APPROX, GRADE OX, GRADE e. �.�,r,�. :_,.aE�_.:._�r, r i....tr..i- ..� .r.e,..L,�L.vT_..C ,..._,_t.w....:?L_.�c r r 'a T• r-.� _.. TYPICAL FLOOD A RAFTING CONCEPTS 4"CONCRETE SLAB ,1 TYPICAL FOUNDATION _ ARCHITECTURAL DRAFTING WI WIRE OR FIBER MESH TOP(2)COURSES TO BE FULLY GROUTED • ' MIN• 3000 P51,SLOPE TO DOORS (I)COURSE 6"BLOCK 4"CRUSHED STONE (3)COURSES 8"BLOCK JOHN E51-1 16"X 12"CONC. FOOTING MIN. 3000 P5I 717-442-5053 John @ D raftingConcepts LLC.net SECTION A SCALE: AS NOTED SCALE: 3/ 16" = I '-0" - SHEET TITLE: - SECTION DETAILS - PROJECT NO.: D546-15 ------e OF NEW\ 41' ' ;..., f.Rapp 4�\ II NOTES: + ; 1 ^�+ 2 X 6 STUD (TYP.) X INDIVIDUAL PIECES OF WOOD STRUCTURAL PANEL II _ �r _ U _ SHALL NOT BE LESS THAN 2'-0" IN LEAST DIMENSION /I l 1 f 4 A l : > • NOR(8) SFINAREA �IN �, -� ?� DOUBLE TOP PLATE • RE TIGHTEN BOLTS BEFORE CLOSING �V� °:8471'‘ ��� "X" INDICATES EDGE NAILING - SEE SHEAR PANEL OF 4" Q ;4®� • BUILDS ° NAIL PANEL TO FRAMING WI 8d NAILS. Waterloo Structures x, x, ' x;�` 3898 Lincoln Hwy. �' Parkesbur _ (2) PLY 2 X 6 POST AT EACH END g, F's. 19365 OF SHEAR WALL PANEL PROJECT: • . 7/16" 05E3 SHEATHING Pete Karas . 935 Rocky Point Rd. ' . East Marion NY I 1939 • s : FINAL 10/8/15 E.S. xr • x _ xr. = SIMPSON HDU2-5D52.5 AT EACH END OF PANEL ANCHOR BOLTS, SEE PLAN ; 5/8" DIA. EPDXY ANCHORS MIN. 7" EMBEDMENT MIN. OF (2) PER PANEL - DRAWN BY: X 1 1' -6" CMU WALL (solid or fully grouted) RAFTING CONCEPTS ARCHITECTURAL DRAFTING JOHN E5H 8" CMU WALL 2 X 6 P.T. SILL PLATE 7th 717-442-5053 \ 5/8" DIAMETER THREADED ROD EXTEND INTO FOOTING, John@DraftmgConcepteLLC,net 'r` WI GROUTED CORE AND (I) CORE EA SIDE NEXT TO ROD TYP. FOOTING i (total (3) grouted at ea HDU location) SCALE. AS NOTED SEE FOUNDATION PLAN COUPLING NUT IF NEEDED - PROVIDE NUT AND WASHER AT BOTTOM OF ROD SHEET TITLE. 5HEAR WALL DETAIL PROJECT NO.: Sh 51-IEAK WALL DETAIL _ D546-15 SCALE: I /4" = 1 '-0'I IUl l o i EN' i&k, �lF.RUp�v qi)). ( 43,, --44- , 1 .,, 61' I:* To R301.2.1.2 Protection of openings.Windows in buildings located in windborne debris regions shall have glazed ® °, 6471% #e / openings protected from windborne debris or the building shall be designed as a partially enclosed building in �°PESSt®'�� accordance with ASCE 7. Glazed opening protection for windbome debris shall meet the requirements of the Large BUILDER' Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced therein. Exception:Wood structural panels with a minimum of 7/-16 inch(11 mm)and a maximum span of 8 feet(2438 Waterloo Structures mm)shall be permitted for opening protection in one-and two-story buildings. Panels shall be precut so that they 3898 Lincoln Hwy. shall be attached to the framing surrounding the opening containing the product with the glazed opening. Panels Parkesburg, Pa. 19365 shall be secured with the attachment hardware provided.Attachments shall be designed to resist the component • • • and cladding loads determined in accordance with Table R301.2(2).Attachment in accordance with Table 8301.2.1.2 is permitted for buildings with a mean roof height of 33 feet(10 058 mm)or less where wind speeds do PROJECT: not exceed 130 miles per hour(58 m/s). TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL Pete Karas / • • PANELSa,b,c,d 935 Rocky Point Rd. 4-0" x 6-0" FASTENER SPACING (inches East Marion NY I 1939 MAX. PANEL FASTENER Panel span £ 4 feet < panel panel span E FINAL 10/8/1 5 E,s. ANCHORS TYPE 4 feet span £ 6 feet 8 feet / • ON • No. 6 Screws 16" 12" 9'° No. 8 Screws 16°" 16" 12°" cn AT LEAST . 2 SIDES For SI: 1 inch = 25.4 mm, 1 foot= 304.8 mm, 1 pound =4.448N, // • • DRAWN 13Y: 1 mile per hour= 0.447 m/s. a. This table is based on 130 mph wind speeds and a 33-foot mean roof height. DRAFTING CONCEPTS • • • b. Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall ARCHITECTURAL DRAFTING be located a minimum of 1 inch from the edge of the panel. JOHN 5511 / S f / 717-442-5053 f c. Fasteners shall be long enough to penetrate through the exterior wall covering and a conn@DrattingConceptsLLC.net minimum of 1114 inches into wood wall framing and a minimum of 11/4 inches into concrete SCALE: FASTENED PATTERN block or concrete, and into steel framing a minimum of 3 exposed threads. Fasteners shall be AS NOTED located a minimum of 2l:. inches froni the edge of concrete b ock or concrete. _ SHEET TITLE: d. Where screws are attached to masonry or masanr stucco. they shall be attached using FASTENER PATTERN vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. PROJECT NO.: D546-15 EN \ 0f i Upas �' \ ,...:_71 4 ��� ...... ,4.:11141. • r 6 ' \\) O 7fl\ ��*p� / 5UILDE :. '®PEsspO : Waterloo Structures 10'WIDE DECORATIVE DORMER 3898 Lincoln hwy. Parkesburg, Pa. 19365 rrrrrrrrrrrlrrr rrr rrrrlMrrrlrrrrrrrrrr 0■r=111MMINrMEMINIIIIrMEMMIIIImrMEMMII r11111/�■■Mr■■IME■■NIIIMMaNMENIMMIIM.. Irrlrrrl♦rrrrrr .ry �r�rrrrrrrrrrrrrrr PROJECT; MINIIMINIIIIIIMEMINIMMINIIIIIIMINEMI AEI'rrrrrrrrrrrrr r rrrrrrrrrrrrrrMii rrrrrINIIrrrrrrrrrmilmiL rrrrrrrrrrrrrrr Pete Karas �■rMMEI■INENEM�MINIIIM r■Ir �!■!!�■!11.!■.U!■r■.r IIIIIMMI•MIII11.1111011IMMEMMIIr►' __� _ — _rrr���r��NEMI��r 935 Rocky Point Rd, East Marion NY I 1939 ® 1' FINAL 10/8/1 5 E.S. — / \ / \ / b \ �. / \ ' 1 / ' / \ r \ / \ 7 \ , `/�- /-\ , / N / \ i N - — / ♦ / ' / N / 1 N / . ' 1 / N / _ — /--N ./— DRAWN BY: / \ / 5 / 1 / 15. .-.' ,` / \ e \ , ♦ / \ —_— •------- , _ __ RAFTING CONCEPTS ARCHITECTURAL DRAFTING FRONT LVATICN JOI1NE51-I SCALE: 3/ 1 611 - 11-0il717-442-5053 John @ D raftingConcept5 LLC.net SCALE: AS NOTED SHEET TITLE: FRONT ELEVATION PROJECT NO.: D546- 15 . EN , `,,OOF M IrI/s„, ii,l' f Ft °IP /, •=4" Nor 460: I' ,/.40V:kft±! fry' / ,�! �- Jac ierIE ��; D u11... ',"•ii?, ®,�� Water o •res 3898 Lincoln hwy. Parkesburg, Pa, 19365 12 `M`�`ri mil� " :1' PROJECT: II. ...-` r i I Pete Karas P' 935 Rocky Point Rd, East Marion NY 1 1939 FINAL 10/5/15 E.S, DRAWN 6Y: DRAFTING CONCEPTS ARCHITECTURAL DRAFTING JGhT ELEVATION JOHNE5H John@D7r1a7t-ingCoSCALE: 3/ 16" I �_o� n e5p3ts LLC,net SCALE: AS NOTED SHEET TITLE: RIGHT ELEVATION PROJECT NO.• D546- 15 ' 74' 'f r up IN N # Ai .,„ 1.0 ,o_ -,, , ,f 4pit e / BUILa A4� ss%cro N• Waterloo - . ures 3898 Lincoln hwy. Parkesburg, Pa. 19365 r rrrrr11111`rrrrrrrrr`rlrrrrrrrr`rrrrrrrlrr PROJECT: Nome`mosimimiommommi`rmmilmoommiNillmnirllMNIMIIIIMINMENIIMEEMIUMMIEr IM■MINErIIrIMrMrMI■■■IIINrM■EMrI■MrM■ IE■■NrIIIrNIENNIM■■■■■IMr NIII•MMIENNEMENNEMErEMIIrININIIIINIIIIMENNErININNIMIrEErMINENEMIIIMII1•rINMEr Pete Karas ..==`...._=—`_..—`..=—���_�_= = =_�==�=�=r 935 Rocky Point Rd. East Marion NY I 1939 FINAL I 0/5/15 E.5. DRAWN BY: DRAFTING CONCEPTS - ARCHITECTURAL DRAFTING BEAR ELEVATION JOHN E511 717-442-5053 SCALE: 3/ 1611 - 1 I-OII John@Draft,ngConceptsLLC.net SCALE: AS NOTED SKEET TITLE; REAR ELEVATION PROJECT NO.: D546-15 �`�ver !It. "/k ENt ..r. / ' \' f FlUr (\ ort ,11,4, ,,,&.434,ie4 ,e '`� .1� 'o 08F1471`‘ # BUIL ®Pess000 Waterloo Structures 3898 Lincoln hwy. Parkesburg, Pa. 19365 5� '41 ` � MIME PROJECT: Pete Karas __ � I J L 935 Rocky Point Rd. ��... East Marion NY 1 1939 FINAL 10/5/15 E.S. DRAWN 6Y: DRAFTING CONCEPTS ARCHITECTURAL DRAFTING; LEFT ELEVATION JOHNE5H 71 SCALE: 3/ 16" --= I LC)"LC)" 7- John@ D raftingConc 53 ngConceptsLLG.net SCALE: AS NOTED SHEET TITLE: LEFT ELEVATION PROJECT NO.: D546—15 ��� �, \ EN �f f�LlAp� �� GENERAL NOTES �� ®� pe�� FASTENER SCHEDULE FOR STRUCTURAL MEMBERS I. ALL CONSTRUCTION SHALL COMPLY WITH �) b✓ r��f 2010 NY RESIDENTIAL CODE. NO. AND TYPE SPACING OF (1�f t-°�_ 1 2, BUILDER MUST VERIFY ALL DIMENSIONS AND DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS "'/ ;l)) +1 / ACCURACY BEFORE CONSTRUCTION. ' � [ 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE CEILING JOISTS TO PLATE,TOE NAIL (3)8d - 1tjD ^rte �� OVER SCALED MEASUREMENTS. WA, f64:71141/4 64:711 4, WINDOW AND DOOR,512E5 AND LOCATIONS,MAY CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, (3) lOd VARY, LAPS OVER PARTITIONS, FACE NAIL \ IfPor 5. ALL STRUCTURAL LUMBER SHALL BE COLLAR TIE RAFTER, FACE NAIL (3) 1081 =----- BUILUCSSQ®�� SPRUCE-PINE-FIR#2 OR BETTER, UNLESS RAFTER TO PLATE, TOE NAIL (2) 166 OTHERWISE NOTED. Waterloo Structures C. IF APPLICABLE,WHERE GARAGE 15 ATTACHED TO ROOF RAFTERS TO RIDGE,VALLEY OR H1P RAFTERS,TOE NAIL (4) 1681 DWELLING UNIT A(I)HR.FIRE SEPERATIONBUILT-UP CORNER STUDS Idd 24" O.C. 3898 Lincoln hwy. SHALL BE PROVIDED (I LAYER 1/2"DRYWALL) DOORS BETWEEN AREAS TO BE 20 MIN C-LABEL BUILT-UP HEADER,TWO PIECES 16d Is'O.C.ALONG EA.EDGE Parkesburg, Pa. 19365 DOOR WITH FIRE-CODE JAMB, CONTINUOUS HEADER TO STUD,TOE NAIL (4) 86 ----- 7, ANY WOOD IN CONTACT WITH MASONRY TO BE PRESSURE-TREATED WOOD DOUBLE STUDS,FACE NAIL ICd 24" O.G. 8. GRADE MUST SLOPE AWAY FROM STRUCTUREDOUBLE TDP PLATES,FACE NAIL IOd 24" O.G. PROJECT: 9. WOOD FRAMING TO BE MIN.8"FROM GRADE LEVEL,EXCEPT AT DOORWAYS. DOUBLE TOP PLATES,MINIMUM 48-INCH OFFSET OF END JOINTS, (B) 1681 10. WOOD TRUSSES SHALL BE DESIGNED BY A FACE NAIL IN LAPED AREA — Pete Karas REGISTERED ENGINEER.BUILDER MUST PROVIDE SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 166 16" 0.C, 935 RockyPoint Rd. CUT-SHEETS TO CODE OFFICIAL PRIOR TO INSTALLATION SOLE PLATE TO JOIST OR BLOCKING AT GRACED WALL PANELS (3) 166 16" O.G. Past Marion NY 11939 I I. WALL BRACING PROVIDED BY TOP OR SOLE PLATE TO STUD,END NAIL- (2) 1681 ---- ENGINEERED SHEAR WALL 2. TEMPERED GLAZING REQUIREMENTS: TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL (2) IOd ------ - I (I) IN WINDOWS$DOORS WITHIN(18)INCHES JOIST TO SILL OR GIRDER,TOE NAIL (3) 881 ------ FINAL 10/8/15 E.S. OF WALKING SURFACE 881 6 O.G. RIM JOIST TO TOP PLATE,TOE NAIL(ROOF APPLICATION ALSO) (2) IN ANY INDIVIDUAL PANEL GREATER THAN NAIL EACH LAYER AS FOLLOWS, (9)5Q.FT. 32"O.C.AT TOP AND BOTTOM BUILT-UP GIRDERS AND BEAMS,2-INCH I.UME3ER LAYERS IOd AND STAGGERED.TWO NAILS - (3) IN WINDOW5 WITHIN(24)INCHES OF ANY AT ENDS ANO AT EACH SPLICE OPERABLE DOOR WHEN DOOR IS IN CLOSED WOOD STRUCTURAL PANELS,ROOF AND WALL SHEATHING TO FRAMING POSITION (4) IN PANELS WITHIN STAIRWAYS,LANDING AND 6" - z" Sd COMMON NAIL(ROOF) 4 4 RAMPS,AND WITHIN(36)INCHES HORIZONTALLY OF WALKING SURFACE,UNLESS PROTECTED WITH I6" - i n loa COMMON NAIL (WALL) 6 12 DRAWN 51": BARS 3"O.C.CAPABLE OF WITHSTANDING 50 LB, PER LINEAR FOOT a' GYPSUM SHEATHING I i"GALVANIZED ROOFING NAIL,STAPLE GALVANIZED, 1 I i"LONG,I}°SCREWS,TYPE WOR S (5) IN PANELS ADJACENT TO STAIRWAY WITHIN - (60)INCHES HORIZONTALLY OF THE BOTTOM g I$"GALVANIZED ROOFING NAIL,STAPLE GALVANIZED, 1 e GYPSUM SHEATHING I�"LONG,I}"SCREWS,TYPE W OR S , TREAD OF A STAIRWAY IN ANY DIRECTION AND RAFTING CONCEPTS WHEN THE PANEL 15 WITHIN(60)INCHES OF ARCHITECTURAL DRAFTING THE TREAD NOSING EXCEPTION:IF HANDRAIL OR GUARDRAIL IS PROVIDED DISTANCE CAN BE JOHN 5511 REDUCED TO(18)INCHES FROM RAILING TO ADJACENT GLAZING.APPLICANT SHALL PROVIDE CODE OFFICIAL WITH CUT-SHEETS PRIOR TO 7I 7-442-5053 CONSTRUCTION John Q DraftngConceptsLLC.net TABLE 12602.3(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES MINIMUM NAIL MINIMUM MINIMUMMAXIMUM PANEL NAIL SPACING MAXIMUM WIND SPEED WOOD NOMINAL WALL STUD (MPH) SCALE: STRUCTURAL PANEL EDGES FIELD AS NOTED SIZE PENETRATION HICKNESS SPACING WINO EXPOSURE CATEGORY PANEL SPAN T (INCHES) (itches) (INCHES O.G.) (INCHES O.G,) RATING (Inches) B G D Sd COMMON (2,0"X 0.II3") 1,5 24/0 3/8 IS 6 12 110 90 85 SHEET TITLE: 16 6 12 130 110 105 GENERAL NOTES 8d COMMON 1.75 24/16 1/16 - (2,5'X 0.131") 24 6 12 110 90 55 PROJECT NO.: D546-15