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HomeMy WebLinkAbout40547-Z ' 'NS.%U 4'eo Town of Southold 4/6/2016 'L d P.O.Box 1179 o 53095 Main Rd 'y,�j0� dap, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38203 Date: 4/6/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 650 Cox Neck Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-14-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/4/2016 pursuant to which Building Permit No. 40547 dated 3/22/2016 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: "AS BUILT"ACCESSORY SHED AS APPLIED FOR The certificate is issued to Amato,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED .. C 4 4 I.1 DI E A or ed Signature TOWN OF SOUTHOLD "o�gUFFn�,�4Z • BUILDING DEPARTMENT ,;moo y TOWN CLERK'S OFFICE o �',� SOUTHOLD, NY zy'#pl dao 0 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#: 40547 Date: 3/22/2016 Permission is hereby granted to: Amato, William 650 Cox Neck Rd PO BOX 880 Mattituck, NY 11952 To: permit "as-built" accessory shed as applied for. Additional certification may be required. At premises located at: 650 Cox Neck Rd • SCTM # 473889 Sec/Block/Lot# 113.-14-8 Pursuant to application dated 3/4/2016 and approved by the Building Inspector. To expire on 9/21/2017. Fees: AS BUILT-ACCESSORY $430.40 CO -ACCESSORY BUILDING $50.00 Total: $480.40 Bu •ing ctor 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. , New Construction: / Old or Pre-existing Building: (check one) Location of Property: 60 eaX V OCi I 3/ ZT G ---_-9 House No. /� / Street \ Hamlet vv Owner or Owners of Property: ////pi.1'1 � iU1_7 Suffolk County Tax Map No 1000, Section //t3 Block // Lot ij Subdivision �( Filed Map. Lot: Permit No. ( C641/7 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) o� Fee Submitted: $ S r JWv A Applyant ignature "'W SO(/Tyt \ =�'YcOUHiOYa' TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH P BING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEy36116INSPECTOR „LjE-1 .1405-ci ,,,,,,,,,,,,,,,, „.0,":ett oui*oe\ i* fig) tsssA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 SUL '; [ ] FRAMING / STRAPPING [ FINA ,f [ ] FIREPLACE & CHIMNEY [ ] FIRE S y NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 71®\\9.-)--'"?+— VI DATE INSPECTOR it FIEL (5NOFC AAS - e-S. ., 02� ,N FOUNDATION(1ST) FOUNDATION(2ND) .aa*----"••••l— , . it. 1 . • • ' Z . ; • I • • P . , . . ROUGH FRAMING ING& PLUMBING •. .. . _, 77C.• i l'i'-'- I. ?.. • • $.2.i INSULATION PER N,' , tt STATE ENERGY CODE, 1'. y 1 .. . . 1,—A s , ►� �¢ r. ( , �'' ,. L lam'/) FINAL . 4L4-(1 ;.5 ' tie ' 't40•&.4." ' . . . o !J , 1 , . . . I ' '''Z 2 . , . , , • _.. ._. .,.,, ,... . ., , , , . • , . . , ... .,y , . . .. 1 1 - .. - ' , ., 1 .. ,. ,1 - . i 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) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 465g-7 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 3 ; ,20 Single&Separate Storm-Water Assessment Form - Contact: J Approved470-- 1,20 1 1,0 Deo: g�'h 1 / Y 7-0-711 Disapprov _ 2 p� - -- - Phone: ,.3 ( 6'6(/Q - ��0 Expiration q 12,1 ,20 l7 , , 2 LECH JV BuiDLA, I ding Ins p- tor MAR - 4 2018 LICATION FOR BUILDING PERMIT Date , 20 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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. �NUVVV 7,;76 (Sig�ppl ant or name, if a corporation) / Vir ke&/ //9 ( (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder /.4yv, . , Name of owner of premises R)/Main Al I7L)-70 - (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: ,. . .ga:mhzc,k, , , , , House Number Streetj ,;+. '' ;' _Hamlet,• . ' • . - Li .. : U r County Tax Map No. 1000 Section //3 Block ' -�- - ,. • Lot 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 f't y-e) b. Intended use and occupancy Si 4 t { /07i' 0'"Ske-ee--3. 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ' 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimens o r {Aa e with alterations or additions: Front (-71 7i':,\ 7 �'" ;'Rear, (,_z Depth �s Height Number 6 S#olies��f _ � sf~ t4 I tom m E1 1.1 IAI_ • Er 8. Dimensions of enti n w construction: Front ,c)?1 Rear cz ry�•' �,�, D th W z•�� '" Height �° Number of Stories ' r 9. Size of lot: Front 0200 Rear A Depth - " '�` '' of 4.71 1..i',s'_l t ) 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 )7 14. Names of Owner of premises I:Itim rnavit 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 1/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE QUIRED. 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 Y• 'K) SS: COUNTY OF &7714,4, rziki 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 144#1day of MOl/A _: P.BUNCH • � `� Not public,State of New York r'A rgia l'.�y1//°�� � o.01 BU6185050Notary Public alified,in Suffolk County SAgnof Applicant Commission Expires April 14,214 • • so CMI*II�q�..ri Scott A. Russell ;'''CY°�� F�k4.i. STORMWATER ER •SUPERVISORto MANA\�G�]EI�v1C]EI��C' SOUTHOLD TOWN HALL-P.O.Box 1179 • 41 �i 53095 Main Road-SOUTHOLD,NEW YORK 11971 r i,* Q�- `1�, Town of So u th o l d -i.. ®,1 y f„�C�i„0 . 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. ' ' DEN. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1=113/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ' ❑EID. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Ere P P E. Sitepreparation within the one-hundred-year floodplain as depicted - -- - 7 — — -oIMMp-of- nwaereour-se. — ❑ � r . 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 Owaier,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date ��//JJ�� JJ /� `/p� Dista tcct N NAME L 77,1 U 6,oeirk �7 �/ �.G `�j" (S,/J r/Int Section Block Lot �����( """" FOR BUILDING DEPARTMENT USE ONLY "" Contact Information.l.G23 5.-626 Sq -I kphone No ntad Reviewed By: Date: Property Address / Location of k (.�(/ Consttru�cttjon Work. 0 x 1 i -- �=(/� ® Approved for processing Building Permit �/J J/f ^/� Stormwater Management Control Plan Not Required. /' [ 1T n a7__- ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 r yi --- (; Standard N Y.ii { If I or ,gull!• IHS-70\1 and Sdr bcrd .w rh C.uvcnmr rgaur.r( r.unu�Atis-IntInrdrul nr Corprrrinou.(single sheer) A CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. O3 pPic.�J 7 13129 THIS INDENTURE,made the i0- day of Feb r u a r y , nineteen hundred and eighty—three BETWEEN RIVERSIDE HOMES, INC. , a New York State' domestic corporation having its principal place of business at 1159 West Main Street , PO Box 271 , Riverhead , New York 1190 party of the first part, and WILLIAM F. AMATO and ARLEEN A . AMATO,4 residin at `,D mem, /gjaY-#419 GJ‘dryr, Pro.el FYI/97c ' DISTRICT ' SECTION BLOCK LOT Imo •0 liii ■a Cil L I Joi party of the second - 21 28 WITNESSETH,that the party of the first2part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being jtg at Mattituck , Town of Southold , County of Suffolk and State of New York, known and designated as and by Lot 8 as shown on a certain map .entitled , "Map of Heritage Harbor" , filed in the ��Sfi�tCr Office of the Clerk of the County of Suffolk on 9/18/79 as Map No . 6853 . 1900 SFct�o� . 1929 Il 3. oo REC,F�V 3 FEB L ESTATE � rR i8, 198 3 INS TAX Low SUFFJLK 008 o COUNTY • • THIS CONVEYANCE, is made with the unanimous written consent of the stockholders of Riverside Homes , Inc . , and does not constitute the sale of all or substantially all of the assets of said corporation . TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO I IOLI? the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. " I AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid-. eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: RIVERSID'E HOMES , INC . By // (5/ i S. Gordon !;!;T lliR J. t i-LICE 'N. " ,t\ . C,n tr} !rl 1 . FEB 10 1933 C;_rk cl Su1k.ih County • •y Pp TM F �•: Y , NO . 5' ••••s'�9 slalom, COUNT„Ni g IsTH D `r,� ; a z - t(4 , : , 1 viOV a 5 i985 Z. D. .11T'” # f ATZ~ _~ �- _ �,,�;� ars%er "�upF�Y 1. 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OF S INDICATED NEREON SHOWN HEREON FROM • •r' • L ONLY TO THE PERSON JOB,'N = .??.. --.... ...1)9.. FILE- NO /?_. - 8' - Vt SiRIICTURES • TO THLS 'PR R ,l.. E SURVEY tS pkg. "" Wag ARE I:OR A SPECK yVdw'PRRED HIS BEHALF Tp PROPERTY OF TrtlS� AND USE AND' T THE ' C Y, GOVERNMEN- ARE IJOT lNrEND 0 TO O IDE i LENDING INS/I• �/ Qom-` �T 4`1----- f� 1796 - •; EFttiCfiON OF FECES, • TM N� TION lit4 EREON, AND t0 ' : ::ELAS;41/ POOLS, PAfi103, i ASf� fTHE .LENDING • F AILQD1T10!! TO` U TUTIO + c� AR/INTEESARE • ' "��- 'aI OTFIER CONSTR T ; it-Ssi.,,01 TTRA> F f07iB!E TO ADDITIONAL .,,„„-,1).•-• ITUTI R SUBSEQUENT SITUATE AT ,..... ,.,:.•-•:-;-_-7T.,..-----/ -".Z.,-G.,--C:--- ,=k- k,41 -✓c -, - �y UNAUTHORIZED ALTERAT . OWNERS. ;' ADDITION TO THIS SUP/ g, s VIOLATION OF SECTION • -RFS �•- a6 r' • SURVEY MAP NOT SUFIr,OLK,C:ULjNTY. N. Y. THE NEW YORK STATE EDUC I B ♦ LAND SURVEYOR'S < �q LAW. �/N i DR IMBOSSEtI SEAL SCALL-E'._ ..:�. Sd...._ DATE _/2�/�- /9�'�_ , eER : A`CL BE CONSIDERED TO SE j . • g D TRUE COPY. FILED MAP NO, Ii �8 -•3_ D�►'t'>:: Fil EI .. .-/�7r.-.�79 1 ( i14f�A�IYPFC? OMCY TC) BOOK & PAGE aL'f " " � - i' 50 01140 UD 41/r+YG.s iGS AiVe . y✓L,;,sa al F �' ,4 A 19AT - - OPNS7'IPUGTION DATES ,. USL.I F- Z+-rc. C!vs cct.._.� .-�._._ FON Ca-erlv"� UNt CONST.41"2b . FINAL ,,-`/:$ _ E ' ess-2 c/3S If 2. F /{ _ �___ NAWKINS, WEBB, JAEGER, ASSO(;IATES, P.C . •s 3 !iY _ 4,,e .,,..;,4‘:— � ". <--- -,. - -_- - SURVEYING & ENGINEERING I A 7.::..... __ PORT JHPI=ERSONf N V.' [3RIt�G HAMP1C)fJj N. i ;y �1+�11.L 1AM l.. JAE( Et ll N.Y.B. la . NC7. C7 48 P.E. 1...5. . 537 3575 , - . 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I'� r` 4 [ • } E�� " °,10 now or formerly 1� f f rC E D sers a ° / AREA .4/64 ACRES FI a Rober/9 O/one Adamson Q- Location Map W 5s IOssa Fr i": NI SE? - AR9 R /I/ a Il/1 ,t.4.0 V SCALE /°•600' 40 Ao Q N/8°50Y3014/5759' N27°0600W/� AI •') ' I R N • V 2050' 7 _ N'LYN t(FIICF IT s IBJ 97' /50 44' /3/2.8-r''------4----'--J: 558 JO' I 'N I /EASEMENT TO PARK AREA (� 1'i°F/ - •veriy S N S2T°08'CO"E /3026/^� /6632' •-/ — / ^lM ,`yl. ry S2/°2J'/°�E./+ I6J so. --.YS2J°J6 A7'E/4981! _ (� FINISHED GRADE J— (\ ry Ido ) I —_1B1/B'L— _t___./81.2c______, 88/1' /'M/N W a r y 2'NAY I ANN 2'MAX SVo°• 2 3^ w a o,a ro° t19 V I• fj ry 4D,°y/sa Fr ^��w° J 3 0 a / (�0 '4 JI //`4 \� J g (2/ ; a/,ssr so sr o 4 3 I 7 ° a 9 a to pg(n k'. .^1 42 309 �` 3 G 3 O 3 ( �C( _ /'T/ N Sb1 F7• a4 439/T ° 44eerstver 4J,40450 FT 47;8/3 9J FT 10 46,66060 FT ,� 41;758 SO F/ 0 ` TEST . o (4) 4'1' SOFT h i •W (81 o (91 "' (/°I A. 0-0CO900 GAL (7) o b ^ 1, 5 SEPTIC TANK J00 SO FT NC2 'S /dl n (61 ,Q M d ° /552, N '` ,° y 1 T. ° '� b o S/DE WALL AREA h Q LEACH/NG POOL y N h A TESTHQLE' 10 °° Ba r2/4.47•30,9 /6000' /30Y e0./.Z = 9 v 163 00 • COX 00 7°.°°' � , r -;.DOS /9000' ' /5d.5I' ' X33 TJszH' /0075' /5000' MOO' SOLd _ /50'0' N' K 2P°/!'JD aW 994 36' N 22°/330'W ..--- - — P N/K NECK ROAD • — = OROUNO WATER_ I ' \ TYPICAL SEWAGE DISPOSAL SYSTEM � } __ __ FIN/SHED GRADE STREET --� 42 GAL I S 1 STORAGE THIS SUBDIVISION WILL APPEAR IN0/STR/CT/000 ON SECT/ON I g i TANK h -HEFT//J IN BLOCK/4 OF THE SUFFOLK COUNTY TAX MAP. WELL '[ , O INDICATES TAX NAP PARCEL NUMBERS ASSIGNED BY ONE ' S'M/N OUNTY OF SUFFOLK-REAL PROPERTY TAX SERV/CE AGENCY REAL PROPERTY TAX SERVICE T / .tt\a - b V • L.. TA:(AOAftV.,,,Il l7aCa;:elom 4.r•.•1 - 1h 4 P/PE •REAL PROPEHIY TA.5(1911.-r,./..,-r,./..,. f �© GROUAO LATER — l,..I.f(r//9 y/O'�, -Tei—.-� .4,4;2,5,- /2/2., NOTE I I I —• --- TEST HOLES LOT/°MAY ONLY BE USED FOR THE HIGHER ZONING USE°/STRTC7/"A"RES/DENT/AL-AGRICULTURAL) '/C TANK• SUBNEAS/BLE-- [Y�1//K SGPM —� ° NO 1 NO 2 I -,,T4 00 00 LEACH/N6POOL• SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I - -r-5' ANN AUG �f IJ I7f'G-w LOAM LOAM Hauppauge.Alm Yoh AU5191L�rJ_P 10(93g JO —___ '/NEREBYCERT/%TNATTHLS AMP N:dSMAD£HYUSFROM ACTUAL SURVEYS COMPLETED 7-2?-77 AND TNOTALL07NCRETE MONUMENTS SHOWN 'Ada t to coney that Oh orpOOSad ahangemant•lot vraiv arm* 1 77/05•HER ONACTUAILrEX/STAND THE/RFOSTONS ARE CORRECTLrMIOWNAAOALL DIM£NS/ONILANDGEODENCDETAILSARE CORRECT TYPICAL PLOT PLAN TYPICAL WELL DETAIL .ea.‘,.50,,,,,,,A,,, 1.11.1'621TAG UAROaR /1puNhcti,G��iLAaeg __ ()600140 1-,p a tm a local o1. •�to I YOUNG HYOUNG RIVEAEAD,N v THEWATERSUPPLY AND SEWAGE DISPOSAL FACILITIES FOR ALLLOTS —re OppaveC on the above dales TMa a korai than be Yalld any Iti y, ALDENW IOLW4f N re PE B L S NO/2845 N/TH/S DEVELOPMENT COMPLY WITH TNESTANDARLSANOREO/AREMENTS the eve•A nod 60/14401 plan la m17 0Md elm ma Caony OWE I 8 SAb HOWARD 7aavG NYS L.S NO 45895 OFTHESUFRILKCOUNTYDEPARTMENT°FHEALTH 101,14 s41+)months dt Ora dd� Caree4t la 000/yv.n 008.Ming of mA Atop ad vdIIM10d GRAVEL 8 A{/ • Comet l appears N 10.OM1®of m.County data M aaodfdapE0 GRAVEL '"� hCG Im 6Aet•n:11a pr fra PLblw H•eaOh Lar and 9eelxal 2 o1 MMOa '1785/S 70 CERTFY THAT THIS SUB°/VIS/ONPLANHASBEENAPPR°VED BY THE PLANNING 80ARD°FTNE TOWNOFSOUTHOLD BY RESOLUTION (Yq�.IOIL cou^ty Sonilory Co-/ 1wil`` - I OF APPROVAL DATE " / r SE ye. T� /f"� C / YOUNG B YOUNG,R/V RHEAO, Y E p r I •n;4 B7 f--D'r / / iw '/TY t`A.'DATRI lr Xl f/-r J9 HOWARD W YOUNG,NY9 L 5 L/CLAY!4589J47 E.,„- '' CH4/RMAN P ANNN68D}1R01( / U SUFFOLKCIX/Nrr DEPARTMENTOR,ENNR°NMENTAL CONTROL—I /50 /50 NOTE' 771EL°TL/NES°FSUBONIS/ON MAPSASF/LED,CANNOTBEA(1FRED W/TNOUT PERM/SS/ONfROM THE PLANNING B°ARD,A NO LOTS Mt/SIRE SOLD MAP OF ASSNOWN ON THESUB°/VSIONMAP W aN vYVRltan p3EOF HEW "HER/TA GE HARBOR" 1 /0 me SUM(IS A VtOLA11.1 Of 5 . St,0 W r °4r ' - - 119.WA- wCOITS Of 100 y; c SEAL ® _ _, X 'T° y a °0 OWNER MATT/ TUCK , ^Napo xn,av wuVoa! fiat P0BORIVERS2HONES,/NG • ;; e;�t PO BOXPT4 TOWN OF souTHoLo Mc oN•p 5 k' o N59 WESTMA/NST!1' w o;ax. 45893 + R/VERHEAD,NY I/L/0I „ o ad SUFF. N. Y. ""'"""7-"=,','r l4xp suvvty TOTAL AREA'=/4.532 ACRES CO, Glnµn[evvu 10,709-W 10 - 1 SCALE /'_/00 • /00 SO O /00 REVISED'DEC22,/977 l ' „„ ..ii .2.-_,iiii,._,:ki 111-- ,,,,_/,-,-;„,,o,,,, .,,,, s� S _ aka � 'C.'''P` �. �. o f e. e,'"714.-..%t'" y .s-' ,-'"..01-''''14—.44' ->..01-,.''14-44+ x x " t, , <�. 1(3-1 -8 __ __._ 0-.E-1 Ce--, REVISIONS: • _.,w �.�..� _,� .. __ __..__m..i _ ..�...._.. ..�..�.�____-- I ��PR® :�� AS NOTED WP�Ji DATE: B.P.# 7 FEE:._...__I, 6 BY: • NOTIFY BUILDING DEPARTS AT 765-1802 8 AM TO 4 PM FOR THE I FOLLOWING INSPECTIONS: 0 in 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE N a N M w a M H 2. ROUGH - FRAMING & PLUMBING g a s ' 3. INSULATION ") • , a I. 4. FINAL - CONSTRUCTION MUST 4 2. a BE COMPLETE FOR C.O. i • ALL CONSTRUCTION SHALL MEET THE 0. • REQUIREMENTS OF THE CODES OF NEW - t \ YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLYWITH ALL CODES OF FRONT ELEVATION NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Q SCALE: 1/4" = 1' i . z H - zw - - _N- oW -N- - - acv w �'A cA OCCUPANCY OR USE IS N WFUL WITHOUT CERTIFICATE 1 OF OCCUPANCY a RETAIN STORM WATER RUNOFF P4 x PURSUANT TO CHAPTER 236Y�0 =x -. ,, - ,- OF THE TOWN CODE. - � 8 r.) ; /.... ,„.., ,,,f , .c!,,,, ',2 o :f: ?.:. T •A'to 0 , s DRAWN MR/MS r per RIGHT ELEVATION ... { SCALE ,4.1.0 March IS,2111E 11 SHEET NUMBER SCALE: 1/4" 1 A- i REVISIONS: __ m ...... ..._.......... ....... ___....... ....z.,„............_ ........_ _______ l'! m }...., 4 _........ r. Ell - o I ED LI M U N 5. i Y. tn r Q W 4 REAR ELEVATION Q SCALE: 1/4" = 1' rip a o I ''''.4.p.ca i__ C4Ar t,\ . 8 p f tom. E _ =-,, Z..V' .'1 DRAWN MIT/MS • c,,,,,-- LEFT ELEVATION 3 .4 }; SCALE I/4"=1' SCALE: 1/4" = 1' �z-��y M SHEET NUMBER, A-2 REVISIONS: 24'-0" - U--II ii II N _ 9'-41/2" �, 4'-1" �� 9'-41/2" , :i' '�_, t Krol O In O N I I I N cV a m 2X4 STUD v3 a d a WALL(TYP) xc.: i - a i • a 4,-0" 4._0.. 24, „ Q 24'-0" 1 rip l' J� _ _E-- -_ �� FLOOR PLAN 2, f SCALE: 1/4" = 1' AP o 6X6 ACQ - i PERIMETER Z4 (TYPICAL) - I O Hw a 0 5c" 10"dia.CONC.PIER - O PG>4 w/BF-24 BIGFOOT FTG. - - 3'BELOW GRADE(TYP) k ei -,, ,0)-- %iv 7 Nsic VD F,k c, .., ,.. i ; _,,,,I , _ ,. 12'-0" _ 12'-0" pp , • . ,4'i �` �i ;. ttlPt'_ ,72 ,v5-',..e F•,, t A �, ,,.. D `� DRAWN: MR/MS FOUNDATION PLAN I �y SCALE: I/4"=1'0" 4.... „„i,.) 4 ^... •ice v.) 4 March SHEET NUMBER- . NU NUMBER- SCALE: 1/4" = 1' A-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS a USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WI/ID RESISTANT& GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, O KNII SILOS•1•1-41:1 9/0 X�---FNMA/ I HAI lAY 0011,11111% IRA SIUL' 1� � '��*'�' • I PD:F ] Oki r\/. •• -FADER `•" 1L!L`O_i DA1111.3 �\'13 _. ,, `` L -��I 11 LNIUSLL MIS lib- II fi `• ft � JACK FOS it a I' �� `•.\ RA-TfR ? II •'•` II ILII Si tS-HIAA R L:SC..PII IV API/WAD PI ' tt IST. Ansi 'ILL'DO WV :]NIIECT TC I gpE Of AU.CCPVEPS II. III. An.IIUP TU FLIIN,ATISN W/An LAOS DUI TS �I C CCYN!^.I O 1 SUS R AL_fOHNLKS IN LOC ART/ US'NJNBEP C-SCiM]v APPUIH CV LO]A-]V ASP HUMBER C'sc PTI]V MPU]A-CV - BATF/SsA TUBS TO HAAS A]CURIE F_]LR J]IS-S LNO'i FOR ACLS]SJP'CRT '• HGLD DOWN tl:TH BCT.PATE OF AID L.Cr/UN7'TOP I RAFTER SI:EJSP AUVS-S DESCRIPTION APPL]AICA SLIP'CRT EATH NAL_FUSSING TARAL_EL WI1'HE FLAIR N 200 ADS' 4n^,HOP IILAIl9 -ISI h,;:'„ rrNN:nl 2f,'Jr, ALL OPEAIA35 WAR/ I-/i"a1i 2.10 STRAP APPLI T]EACH"AGS STA: RO: -. LS-A2/ -1/9•at'"JJ,a.S-iAPIA"L`]AER RIDGE TO EACH RAFTfj 1JAll �Q+. N T4 'ELOPE-0 LATH ETHER H TREADED ROD All CA IAJS RP.Or.RT2 MORS ANCHOR �► art-sad LStC 13)3 SLOP:hAVGEi AFP.7 TO EACH RAF-ES/-EDGER 1 UHFfI IV 1N1 ll7 XXR 5 INI1hP I.] / rn AFPI A IC-AC LRI`'PI-STUI ' f]2 JOTS-VOT DIRCC TLY JnpCl: ApnL_a\VALL§•h,CVDC -..I U N 1� 2a, ,210 13)3 SILF-I AV4':APP Y TU rA.II PAF-f,/ rntr, BLCCANG cr24'LO ' HALL SILO I 1 F-I M ;o I II 11._11 111Loy- ,. TENT.,.-R]CF ETHAUST Q ` }I II \£NTS I--'CTED ARID ++ p 7 � 111\TIRO FY r1A-AF T<IR ra SENTILAIOR:NAME_ y Q FIV BCAF•C -a / 111 t a f--^� HA/ISI-1 AS itUJINc] ....... r�(j eA } p] 9LL PLAIp(SI ` PAF'FPS • VAIA-Nil J �, ��I V ,• A 1 \; VEN-LA-.V HD]]JO16T `�I'r rC l,UHUA ftl 11 TLP AIA-' �`. �! 1.1 ]LO]YIII'v \ 'll 1 �I �I��1LAL_ � eaa.ELViEi BL.CKING \ aJ \;, 4 STPPPIVC T7 BE AZACHEC T7 WALL S`JCS mA6.O] �` � , ' �I I 1 4 ANI]All MVCIIN 111KIF:flP.a .IRC. .1115 �\ �` ht SOFFIT JOIST 1 AIX SHAT Dr PlLAr-1 W-I A rASL A 'FM/1'JNS ISA'H LSI`NVlatllh DWI/WWI/HII`IIDN RI`IVf Al19N �� NININUM NET FREE VENTLATNG AREA •A�-, �� 1 - �•• • NAL_SILL a NCT CAS T-AV 1/150 OF THE AREA OF Ar�'• GI ITTER 1/ 1 IASTA.L A'J".,%. T-F 'AI,F V-43I ATFR All n 513UI,S MOD m R .J A'-A' I STAT, I-I/+'a%4.PSI. STRAP AND.ACK STUD^, A 5 A-L]C METAL p NTII COOOO'J]N ' a ClIALL:SEN Nfj4 RESTS-ANT METAL NES-I Wli M_SH 0A-EN SCREENED VENT 11.1 A•• ,lNNr,S Oh,,IVfi In DINLnSlrll• :ONIV,SOFIT/EAT. LYNOOD IRSTA.L"J""v]• 10.AT JV 1 DF VIIILRFP O.SLPPTJV API LAMA SORTED EISA B'- 4' LSTA:O -I/s',JC'ISFc S-RAP AILD.ACK MOS A CII ALL C:,CN NAG i"-b"RARER P712 '1U-[A' CONN_r In • 6@a•MOWN ANCH]R CACTI CAfiCD IIAlA Ar"O _ ".dD'DI UC KIND FI'TNTfRI IDIS-R TIP-DER BPIFrD ANS 1A"-'V LSTAJ4 1/A'XTS'lISA STRAP AND.ICK STUDS ' B"-IC'HA-ICH H 2J 21-I/B'•2Oiu 1553111 ANCH]i EACHSPAPIEF OVE7 BEARNJ VIhLS AND HEADERS 1,11 ALL -WASS 5 _ SAD FL.•A NA-L 1 1 ' 11111111 . Q III IIDO CI3 III II ' o\IIII 11111 ‘IITUP PIATF 4\ 4(4I1]7DAD[R '1ST nWR NAI S HIDING 10 tlL AIIAH1J 10 XAL SIUDS 1115 ^ ; µGoo._ST •,/ ANl A I VINDUII/I.US UFFKINJ ALP FRITES ILO'5$AGMOVPIA USP N)IabLAA SL':DHIPIHI/I APP•Ir AVON WALL STDG I INSTALL Cu ].7. �j I.-H' 15TA?n 1-./....55.IPgI SITAR AVO TALK 51115. Fa :N ALL]'ENNGa' -OCATIOn JSP nUV@Ei UES%FJ'TIDN APYICAnCN I .11 H LL e'ER];, WTI-El/Pt AT" I'I6 -'DO1W ASCII0I C NAE:T EACH A_1.Jas.%SOnNECTEC TO A PLUSH 1EAYR TO BE SUf`rOFTED MTF �rT//) rO♦ A .... NAI AR III HAIL MTI AR WR WE FF IIII E ITR U B'-Il" 145 FBI I-AA'f b'Ie52 SIh AI' AVL`JACK 61UJS :-V..."..2,,,%.,,, Ir AO_C,SCT rD JOISTS APDON'/'IIIG CR I AY LV•IICADCRS .11 ALL]-CNNGS PATE/NA1 SFIH V 6.-LID PATE AR:HOR- - -0 AL_]N-]R S-ftI1IY.A0:y REDUCE BUI/P OL S - US_ SILL`AL //✓ `C=. T SI-L 35AS1'ET /+/. r �'C�/ IDN d A CON: SLAB TSP,:CNC.F:JADA UAMI'PFCI.I.cil,H E H VI. ,-Y .. 7' GNII PJ Y.V r"-11JD GntnU AS FII • - ' •A r A 1 A •'4 STFFI CII 1111 ,•� • • • w •••••• • • C%Vr S-AB u ANCHOR tlOLI llatl LUVLV I' ��WM1 A\s,, T.1 1• y E C]VNACT RL_ J� •�„, !• r a P]JRrI C]NL ir^T • / r^ ` B_SK NAI. f� Imo/ K•YWAY Eli ON: • A AtIlHOP HI I 11.Vn/,1KIN USr MPI Jas SOLARciincl -In 'WA91Irr^ rl:rlr],eroGcnr. (JSP LBFl.6 2R aPJd..) •A• —�— W JHAN ILL .191 ; ANCHOR BOLT CONNEc-IC11 II IInUAllOn 'I/fl'DIA,ANON IH BALI SILL PATE T]F9UV[AI]N SI:PH .NAVlullA IAANr. I ' O frIA#A SNA.- HFAI NCAIl^N' 91 THY /C" lO ‘,IwNL.4 •••••••• T1Y]AL LG�7.-OI IVCAT JV AF�_Y PlLnsiCRS SILL I`_AIL I,SOUVUAII,N 2 SMflIES 35']G- Fl/, HYH FL,� MiEP_f4no FCP R1-JFAL BRPCIN3. WIN,3'E-EE_:GLJNN AII:HOFEC TO 2+'•24'•12":ONG PTO, .,41.1,..1`,-.%1L. %N 4\N CPA^,t OH!I IUUA II NI _ rP"'11 WALL G]TT]V P_PZ TO rCLN]ATON I-2 Sl,illS :.("Sr qET] 10C 1 SIA'1 I S h you f�fi ry A' Q 4YC 1J/I:wVM D]LR'f.NaC --- l'A T'- (LJ CClal'A]I KILL ;•, I• DMR, -I L,Cf i.8 ` .• ( ,. t!1 'I F:i BLC.0 SOOT C AD QA N FAIT ' •• W/dkO YAM 4'SLAG • I. ,ICPc NM IOH.I ISI ANI A1,X SIH:�,• '�X L .Vr..4, .�1�'V. O D•IV WAY • t t i • OM y•• Y (NPI A HALING LLA r V '� -„ t - 'M 3 '• T h • Jt•• �II�4`yt'G• •�. O 1 -1]B.APSCY 1/2"oR HIGH q'�Tln • ;„,,I1, �• $p • . . .- '- • • r = •• • t -.I�.. •• •= • • � .• (FRU\ID('STiAL.I 4415"YrrPi SSS r q ALzn•• I 12 1 i O 656 WASH •-• .1 •�:• �r• = = .II I • • ••••'IFa11 '�,•' y �/ I • (t 1 („/ I In 01'0 ,•�(• i1. PFIVFLPWNU BAR • n•'1I 11.1 iEIAFOFC NG BAR p 5 fr..•• a,•:•=�:•IIgI -- `r• A., UPUI ILLA. Pie1 T: ,L. 1I a ,• ;_ i. �ITA - _' DRAWN' MH/MS ' -PICAL:ONC IA]VOL R 1 F:JNDAION FEN=]R:E WIN 2'A4 REINFOFC NG BASS S•• -. -� „Lk.I]tlW/) � � SCALP: I/4"=1'-0" ( M%KEN SLABS BENSAIN 6EAFIVC ITALS NID COWVNS -L iFINFIIPC-•111011:N11H 1")44 RFINFNPC Nr.RATS .-� ^'E` 6.,--,;2. GARAGE DOOR @LOCKOUT ' '/ JOR N' .�pVi �v March IR,21116 - -�.. ,. OF S* SHEET NUMBER A-4 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE Ire- PLAN CONTENTS: 3 1)RIDGE•TO RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1.1/4'x 20 gauge strap shall be attached to each pelt drafters In accordance to table 3 4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie Is used In leu of a ride strap,the number of lad common saris required JOINT DESCRIPTION NOTES BUILDING USE g p. q QTY SPACING PIANS CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of Ed nails In the strap RAFTER TO 8'WALL 3 ed COMMON EACH BUILDING HEIGHT (SEE ) P.T°/TOP PLATE I0'WALL.4 8d COMMON RAFTERTOE NAIL y1).The information within this set of construction documents Is related to basic design 2)RAFTER-TO WALL ASSEMBLY TOTAL SQ.FT OF CONSTRUCTION (SEE PLANS) x"s Intent and framing details They are Intended as a construction aid.nota suhsttute Lateral framing and shear wall connections for rafter ceiling or truss to top plate shall be In CEILING JOIST 8'WALL 3 Bd COMMON TACH TOE• ' TO TOP PLATE 10'WALL 4-84 COMMON JOIST NAIL ���•� �i for generally accepted good building practice and complier.with current New York accordance to table 3.3 When a rafter or truss do not fall in line with studs below,ratters ��/ ,��� State buildingcodes The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 l EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND Po P g PP PP r2},c!•;;1.-1.1 construction details and procedures to ensure a professionally finished,structurally the to the well stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION.WOOD FRAME CONSTRUC�ON MANUAL i 0 .es sound and a weatherproof completed product shall be connected with uplift connections In accordance with table 3.3e. CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE c a..`G.. er . . • ` -C c:• -s Z. -tie'•:..t f-c_c: .!• I -.--,•,I 2).The General Contractor Is responsible for ensuring that all work and constNdlon 3)WALL-TO WALL ASSEMBLY, OVER PARTITION WFCM-SBC _ IAP NAIL EXT BALCONIES 60 meets current federal.state,county and local codes,ordinances and regulations,etc Wall suds above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered al part of the spedllcatIons for this building and accordance with table 336,When wall studs above do not fall In line with studs below.the TO RAFTER WFCM-SBC END NAIL - ATTICS w/o STORAGE 10 should be adhered to even If In variance with the plan studs shall be attached to a common member In the floor assembly with uplift connectors In BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3 3. TO RAFTER 2.lid COMMON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings RIM BOARD EACH END (LIVE LOADS PSF) ROOF(GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS) 4).WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 0^ 4).The designer hos net been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches In concrete WALL FRAMING: " v responsibility for construction coordinating with these plans,nor responsibility for foundation and slab•an•grade,15 Inches In masonry block foundations,or lapped under r STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b When steel straps are lopped under the JOINT DESCRIPTION NAIL NAZI. NOTES . G_U:D;A_ TO 7r r t` precautions and programs In connection with the work.There are no warranties foe a bottom plate,31nch square washes shall be used with the anchor bolts,Anchor bolt QTY • SPACING EXPOSURE CATAGOR (DESIGNED FOR CAT,C) i-3 Le 7 e specific use expressed or Implied In the use of these plans spacing It to be spaced and sized In accordance to table 3 2a.In addition to setting, TOP PLATE TO PER FACE NAIL .{f.. c 2-16d COMMON & 0a-I a r anchor bolts are to be Spaced between 6.12 Inches from the end of a sill plate and all TOP PLATE _ FOOT SEE NOTE'1 LOAD PATH SEF CONSTRUCTION ANDWINU PATH CONNECTION 5).Refer to the Window and Door trhedule for exterior openmgt corners TOP PLATES AT JOINTS FACE (ROOF•FOUND/slam DETAIL PAGE&GENERAL NOTE PAGE _t', ..: g INTERSECTIONS 4-I6d COMMON EA SIDE NAIL NAILING SCHEDU SFE GENERAL NOTE PAGE r'Z. m0 a q F2' 6).The General Contractor Is to insure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS. - - c» or exceeds manufacture's remittances and applicable codes Type I exterior shear wells with a minimum of 7/16 Inch wood structure)panel on the exterior STSTUDO 2-164 COMMON O FACE EGRESS SEE FLOOR P-J, ISITAND WINDOW SCHEDULE �,, .} attached with Ed connote palls at 6"o,e.at the panel edges and 12'o c.In the field,and NAIL FIRE PROTECTION Sym, 'V+ a, 7).The General Contractor Is to consult with the owner for all bullt•In Items 1/2 Inch gypsum wallboard an the Interior attached with Sd cooler nails at 7°o r.at panel HEADER TO Ibd COMMON 16°O.C. FACE {SMOKE&CO2 DFTf[T W7 ® e_SEE FLOOR PLANS U lal such as bookcases,shelving.pantry.elosett,trims.etc. edger and 10'0 C in the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL In table 3.15a b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A.S7A110ARb_STICK FRAME CONSTRUCTION 8)Wind load requirements shall be Mirth Into account during construction. _ PLATE TO STUD 3•16d COMMON PER 2,6 51U0 NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS. BOTTOM PLATE T0; a FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CRITERIA length FLOOR JOIST,BAND JOIST, 2-1601 COMMON FOOT CLIMATIC&GEOGRAPHIC DESIGN 8 1 SFE NOTE•1,Z GROUND WIND SEISMIC FROST WINTER ICESHIELD 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING determine Intended heights of finished floor(s)above typical grade. 7)INTERIOR SHEARWALL CONNECTIONS. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: HAZARDS Allowable sldewall lengths provided In table 3,14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undlSturbed(virgin)toll Interior shearwelh ore used Sheathing and cannectlons shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTYMODERATE SLIGHT 70 2 4 4.2 and 2.2.4 respectively. . SPACING 20 LBS. 120 8 SEVERE 3 FT. 11 YES 3).Provide 1/2"expansion Joint material between concrete slabs and abutting JOIST TO. PER TOE TO HEAVY MODERATE concrete or masonry walls muring In exterior or unheated Interior areas, 8)CONNECTIONS AROUND EXTERIOR WALL OPENINGS. SILL TOP PLATE OR GIRDER 4•Ed COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND_LOADS° 4).Anynew[areata walls bean attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE % 6 hwith table 3,5.Window sill plates shall be have sled connectors In accordance with table TO JOIST 2•E'COMMON ENb NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be Installed with 45 re-bar,IB"long at 12"c.c.Use approved epoxy for Installation, 3.3 SHEATHING LOCATION AT PANEL EDGES _ SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5)Unless otherwise noted,all slabs on grade to be 2500 p se Concrete to be2-Ed COMMON poured on 41nch thick rand or gravel fill with 606 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST ENb NAIL 4'PERIMETER EDGE ZONE ed COMMON G 6"O,C Ed COMMON G 6'O C. _ SEE NOTES.1,3 - CA to be minimum 3.1/2 Inch thick,All fill to be compacted to 950,1,relative densllY with Where a ridge Is to be used ata structural beam,the rafters shall either be notched and BLOCKING TO. EACH TOESAE NOTES.1(BOTH FIELDS) 6°maximum lifts(layers), P f the beam or slope connectors shall be attached to each rafter-lo-ndge3-Ibd COMMON INTERIOR ZONE Od COMMON®6"OC Ed COMMON®12"O,C, anchored on to o SILL OR TOP PLATE BLOCK NAIL NOTEu 2 FOR PANEL FIELD along the open calling part of the building Connections to the ridge and Wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON 4° 6)Crawl spaces to be provided with a minimum 18'x24°access opening.Install ane ® p.L Ed COMMON®4"O.C. _ SEE NOTES.1,3 Bx16 cast Iron foundation vent for every 150 sq.ft of area, attached with the above requirements, TO BEAM 3-16d COMMON JOIST NAIL _ z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bit COMMON PER TOE NOTES C4 Z 7).Dempprasz(eMeslof of foundation with bituminous coating as per section 8406 of - TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. L, N.Y.S.Residential Construction Code A 6 mil polyethylene film shall be applied over I)Unless otherwise named,all framing material to be El ACQ pressure treated lumber BAND JOIST PER END C-' t'r the below grade portion of exterior walls prior to had:fllling All Fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3•164 COMMON JOIST. NAIL _ 1)Far roof sheathing within 4 feet of the perimeter edge of the roof.Including 4 feet on each side of the roof peak. , l E, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code, 2)Girders for deck Joists to be bolted to each post with washers and null. BAND JOIST TEL PER TOE NAIL the 4 foot perimeter edge Lane attachments esgUlred shall be used M►'''''''17 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2.16d COMMON_FOOT SEE NOTE.I FRAMING NOTES Into connote with a minimum t/2°die x 7"long anchor bolt with washers ted nuts, ROOF SHEA H I G: 2)Tabulated 12 Inch a c,pail Spacing assumes sheathing attached to ratter/truls framing members with GP0,49 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o e T12 1).All framing techniques and methods as Prescriptive design of 2006 SBC High Wind 3 Ports supportingNAIL NAIL Edition 1).Al Wood Construction Manual. 1 girders shall be anchored N e 12"x12"x12°thick concrete footing. JOINT DESCRIPTION Q.n, SPACING PC1 'Z FramingUse a minimum 1/2'iia se 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3)Tabulated 4 inch o,c,nal)spacing assumes sheathing to rafter/truss framing members with 0>0 49 For Q 2)Unless otherwise noted,all framing and structural wood material to be 42+BTR below grade.Porches with covered rook shall have 12"dla concrete piers far the girders STRUCTURAL PANEL get AS PER TABLE 3 B ft aming member with 0.42<G<0 49.the nail spacing shall be reduced to 3 Inches o e F L) DouglasUness - WFCM-SEC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Cn 4)Deck joists to have blocking at 80 o e,. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3),Floors,walls,ceilings and rafters to be spaced at 16 Inches or.unless noted 5).A minimum of la Inch fleshing shall be installed between the building and ledger, NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 112"Ola bolts with washers and nuts _ QTY, _ SPACING 4'EDGE ZONE Ed COMMON G 6"0 C Ed COMMON G 12'0.C. SEE NOTES,I,3(BOTH FIELDS) where needed. GYPSUM 4).Unless otherwise noted.all bearing wall headers to be(2)2010 42+BTR.Doug.FLY, 5d COOLERS T�O C.EDGE NOTE 2 FOR PANEL FIELD Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of allWALLBOARD 10"C C.FIELD INTERIOR ZONE Ed COMMON G 6'0 C Bd COMMON ID 12'O.0 SEE NOTE,/ openings LVL headers to have(3)Jack studs and(2)full length studs on each side of 6).Cogaete piers shall be a minimum 6"above grade openings Searing wail window fills shall also have(2)window sill plates for 264 wall 7).All jests to be supported with hangers end anchors Each Joist shell also be anchored WALL SHEATHING: _ openings between 4'1 and 6'0 and 206 wall openings between 5'11 and 81 Provide fire to gleder(s), JOINT DESCRIPTION NAIL NAIL and blocking where applicable. _ QTY, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. El.Covered Roofs shall be assembled and anchored the same manner ES a typical building STRUCTURAL AS PER TABLE 3.9 5).All flush beams/headers to be Installed with heavy duty galvintzed hangers and PANELS ed COMMON WFCM-SBC be Por wall sheathing within 4 feet of the campy,the 4 foot edge Lone attachment requirements shall anchors where applicable to all cannedmgleists. PLUMBING NOTES 7/16"OSB 3"0 C.EDGE be used 6).Doubly upfloor joists under walls That tunparallel to 1). Water supply,drainage and venting to be installed asper N.Y.S,Residential PLYWOOD COMMON 6"O C FIELD Z the floor jest and under bathtub All p g g _ )Tabulated 12 Inch a,c.nail spacing assumes sheathing attached to stud framing members with A/ Floors to have ceramic file Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7'C C EDGE 650,49.For framing members with 0 42<G<,the nail spacings shall be reduced to 6 Inches o c F,Gi on plans WALLBOARD Sd COOLERS Is"O C.FIELD TT 7),Provide 2.1.3/4'thick micralems(height to molds floor joists)around stairwell and/a 2)VerIfy septic system with the Engineer for Suffolk County Health Department approval 3)For exterior panel siding,galuinlzed box nails shall be permitted to be substituted for common nails. Fr"1 other access openings unless otherwise nated(typical) FLOOR SHEATHING: a o 3)If wall studs,plates or Jolsts are cut out during Installotlon for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 1)PROVIDE 5/8"TYPE•%SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to prated and sewn the structure.Verify with the QTY, SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z'MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, 0 CD where applicable unless otherwise noted state code and manufacture's recommendation for maximum hole size and spodng permitted. 6"p.0 EDGE 3)INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. -J STRUCTURAL PANELS get COMMON r:4 1/ Ly VAC SYSTEM 1°OR LESS 12"O C FIELD 1'� V 9)Provide blocking/bridging In Floor heists at B'0 o c Use solid blocking In Floar)olrtt H M NOTES Section R602,8-FIREBLOCKING REQUIRED _ ^ ' under all bearing walls 1)Mrthanlwl subcontractor It responsible for edheening to all applicable codes and safety NOTES. Flrebiocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) A';P'-' a rail'-•, Ix+x( y] requirements 5 and to(arm an effective fire barrier between dories,and between a top story and the roof spate. �7�y ...AAA ..:.1.t.., r`•',�,-J± 10).Provide Insulation baffles at cave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Flreblocking shall he provided In wood frame con t-etaan in the fallowing locations v _ Je" u.J needed 2)HVAC subcontractor Is to fully coordinate all system date and requirements with the MENTIONED IN SCHEDULE NOTES ONLY, QQ- "7,4 equipment supplier. 1)In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor ` t7�`,,�,�-" )x 11),Unless otherwise noted.all roofs and walls to have a minimum 1/2"thick,4-ply Fir1)Nailing requirements are based on wall sheathing levels Concealed horizontal tarred spaces shall also be flreblocked at Intervals not exceeding 10 1'�,r CDX exterior sheathing grade plywood Plywood to cover over plates and headers 3)HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6°on-center at the panel edge If Wall sheathing feet Batts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed /"''Spy' '14 ,0 n r� Contractor and owner for final review and approval Is nailed 3"on center at the panel edge to obtain higher using parallel rows of studs or staggered studs .' " A / p - 4. 12).Unless otherwise noted use 3/4'Shirk TOG FTS Fir ee Adasetcab I h0oor r• �}''y M"9 c 1 plywood la be su shear capeodes,nailing requirements for connectors, structural �' �a ,4 �¢�; O adhered with PL400 adhesive and screwed to floor joists Finished floor to be Installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits. gyp-, 11- over subfloor os per manufacture's Instructions such as shear plates•shall be used to maintain load path droptl ceilings and cove ceilings 'I[` -r,-"}w''- ,:•i-'� 1)All electrical to be Installed as per N Y.S Residential Construction Code �• L" �2,}} 13)All bathroom walls to have 1/2"thick molsture•eeslstant theemods Garage walls and ,` E - a J ceilings and over furnace to have 5/8"think typere sheelrock.All other pans of building Z)All electrkal work shell he approved by a qualified Underwriter. 2)When wall sheathing Is continuous over connected 3)In conceded spaces between stair stringers at the!op and bottom of the run Enclosed spaces '' / -'IR r- @{ 444 s.s to have regular 1/2°sheetrack.All walls to be taped and finished m be reduced tabulated number of nails shall be permitted under stairs shall comply with Section R314 8,N Y S.Residential Code e' T q1 D`"2- 1 S C.N. to be reduced tot•16d nail per foot {n 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 <. t» v"•.rF - M 14)All roof with a pitch less than 412 shall be Installed with an Ice&Water barrier or of N Y E.Residential Construction Code 4)At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ` - ,rpt. approved equal Flat roofs shall be applied with a Fiberglas bate thee[with an EPDM SOIL COMPACTION: flame and products of combustion. q©a torch down type material over 1)NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR ,�q,, g Mr e DRAWN MH/MS TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5) For the fireblocking of chimneys and fireplaces,refer to Section R1001 16 N Y 1 Residential Code 1''-,sem- C� "� C��d'�� S tear SCALE; 1/4"=1'-0" 16)All sill plates and wood in contact with concrete to be pressure treated Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED be installed with a foam sill gasket and cap-r-tex termite shield or approved equal 'ef °1/4"R 10R ff 2)COMPACTION OF NEW FILL SHALL BE AT LEAST 95a/a PROCTOR NOTE: r,0)iE' March I g,2016 DENSITY(PER ASTM D 698 AND ASTM D 1557) COMPACT THE SHEET NUMBER, SOIL AT 12'LIFTS(TYPICAL)CONTRACTOR TO HAVE FILL - CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY e TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. A_5