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�,�OSUFFOL�C� Town of Southold 11/4/2015 �� Gy" P.O.Box 1179 r53095 Main Rd \GOVit/ NIP 0' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37885 Date: 11/4/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 590 Laurel Ct, Laurel SCTM#: 473889 Sec/Block/Lot: 126.-13-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2014 pursuant to which Building Permit No. 38915 dated 5/29/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT ENTRY,UNFINISHED BASEMENT AND ATTACHED TWO-CAR GARAGE AS APPLIED FOR The certificate is issued to Landmark Prop of Suff Ltd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0032 10-30-2015 ELECTRICAL CERTIFICATE NO. 38915 10-20-2015 PLUMBERS CERTIFICATION DATED 09-11-2015 Paul Rupp C Aut ' ed S' atu . TOWN OF SOUTHOLD /'�SUPFU�,�coG , BUILDING DEPARTMENT rayTOWN CLERK'S OFFICE ocf, + SOUTHOLD, NY . "r 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#: 38915 Date: 5/29/2014 Permission is hereby granted to: Landmark Prop of Suff Ltd 475 Route 25A Rocky Point, NY 11778 To: Construction of a new single family dwelling as applied for. At premises located at: 590 Laurel Ct, Laurel SCTM # 473889 Sec/Block/Lot# 126.-13-5 Pursuant to application dated 5/16/2014 and approved by the Building Inspector. To expire on 11/28/2015. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,274.40 Total: $2,324.40 011.AIL 111 uilding Inspec o 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. /5 /11 New Construction: , Old-or Pre-existing Building: (check one) Location of Property:' ' '_ _ 3J—q-A-4-11-a ,r)---4)(AA4` House No. Street ' ,amlet Owner or Owners of Property: (�(ld �a Vt.', `• (/ç �— Suffolk County Tax Map No_1000, Section LA(0, Block Lot SubdivisionI - Filed Map. Lot: Permit No. 3g',16 Date Of Permit. Applicant: Health Dept.Approval: P10 -)4/--`0 0 5 . Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ _ Final Certificate: (checkone) Fee Submitted: $ 50 `b0 to F l Applicant Signature ..,, „,��,i%pF Sot/rn;- Town Hall Annex �I �®* l® : Telephone(631)765-1802 54375 Main Road % ill Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 j- .4..`'(4- a�,�1� roper.richert(a�town.southold.ny.us •.., •, % Town Hall Annex ['Cr ., Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 '•` sc P.O.Box 1179 G �#, •dy Southold,NY 11971-0959 ,►g'�1] / .,.• , rrMytj/ F1 l/ Hh 17I� '1 BUILDING DEPARTMENT �l 1 jl TOWN OF SOUTHOLD ®� 4 2015 J I BLDG DEPT I TO1VVN OF SOUTHOLD Sf .i ,CERTIFICATIO-N Date: 1 o l b Building Permit No.3 S 9 Owner: Laodmar-kPro„per-17'e e (Ple int) - -Plumber: PQ. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -� - - ( bers Si: re) Sworn to befo - e this I da, 4A!LL ,r , 20‘ 5 jj lam. OWL/ _/ Notary Public, / • ray: ®�0C A oi •( RY•••••, O f qGp EO o(c.: Nps My,�i o11 �o� 8 1 �pFSOUTyo I .z �� , ` c,. �,, �o ,� „.. qp -____q eou„„,„,„., ______,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT1QN [ ] FOUNDATION 1ST GH PLUMBING[ ] FOUNDATION 2ND SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _t1-1‘)LtAXit7 . 0 ----r I : -' (dZQI DATE 3-/ vz /6--- INSPECTOR . A </ /10 S0045,--% 181 I TOWN OF SOUTHOLD BUILDING` DEPT. 765-1802 INSPECTION [ FO DATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL, [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ti1111111111 _ j! / / ' ,111111 jpilLe.rf.7 �, DATE 77(8/16 INSPECTOR ?"1 g9js'` --- _ '',I� �Of SOUT,yOIo : ` * =,yf0UNV:,,,,'I' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLUMBING +) �' [ ] UNDATION • [ ] INSULATION [ FRAMING z RAPPING ] FINAL aviit [ ] FIREPLAC : s IMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ],CAUL f REMARKS: Sj`-/ r j3 - • DATE g/joi INSPECTOR -A-77 ---e--174 ' '..,�o� ,OF SOpT�olo, _ - / i* cf.. 40 k CA /� a ,,CV ' / 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 VIOLATION [ ] CAULKING REMARKS: ree,C.4614 .ti:Org C- ` 0/<------ DATE 1 � � t INSPECTOR . . �!' _ _ J 8T( ,-.�,,o��OF SOOI5e! 4' -fm V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 !NSPECJI'ON [ ] FO DATION 1ST [ OUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR 74. ---'-- ', { 1L _ ..)._.„4d -ivi-LJsJ2-t14-- T '17 ` DATE ` A INSPECTOR 7:,4,,e '1 4 9Ib ' i `o to:1 TOWN OF SOUTHOLD BUILDING DEPT." 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] F ' - ' DA TION 2ND [ ] INSULATION [ 4RAMING I \ RAPPING [ ] FINAL • [ ] • PLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ON [ ] CAULKING REMARKS: ''`-� ; * • DATE 0.3 e� � -- INSPECTOR .../4 , i 8 fy6 :Z- • �o�;oF soa _ Ty *: lig c G �O 1,1 ,1 l. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I.NSPECTION' - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L7C) 62—.).--S.,,-14_,/7-- 73 - e.--D 0 - tete / L.- DATE is° 1 INSPECTOR apF S0(/ Flo, cf, * * G Q 2 �y�ourm,a�'• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) lig ELECTRICAL (FINAL) REMARKS: DATE / t " 3 INSPECTOR #3Cbl ,,,;:Pf 4:9e . "ti Oma: �0 1 0 / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] SU [ ] FRAMING /STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SA TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ _ 11111rAir / - } DATE kAI /r INSPECTOR "di% j pi ce d'ael S.dtupp X (/'taitet?lumbet tutee cetimateb Cf - Arl� 1J E _ n�] `orten.d ioatauh to dPtaakattaa" JUL - 1 2014 May 6, 2014 BLDG DEPT TOWN OF SOUTHOLD National Grid Re: 380 Wells Rd Laurel,NY 11948 To Whom It May Concern: This letter will certify that Paul Rupp Plumbing&Heating, LLC. license number#861 is doing their own pressure test at the above address. Please be advised that the gas pressure was tested and was @ 5 lbs for 24 hours and holding. If you have any questions,please call our office. Yours truly, Paul J. Rupp Phone: (516) 379-4415 Fax: (516) 379-3636 1623 Stevens Avenue, Merrick,NY 11566 h FIELD INSPECTION REPORT DAT, •y • COMMENTS --.� ,m, FOUNDATION .VW' -' ' it_____—, cr--11) . _ . '' al co te (1ST) l.164-ft4Z j r.0,e/-- -t.7a , , ,, ,. . , . ;/ ,,„) 7 , . • FOUNDATION(2ND) C711 . , ,4/4 ,„:„.....:___,a,...r _.,, .,, ..._(4g ,...1),.,..21,, () 7 -- G y • 1 P47.44 7 - E • ROUGH FRAMING& PLUMBING --)TA-5. r Al P . . . 0447 g----)027%. '4:14614'4%a e'-'1' . \.__‘..pA-a.-eeo zuz./,s e.-- .� R . ter:.. . . , • 3.71-6//r" -/-4,0 •. c__'' ' . . cea.tieb7. 60.4., „id:441, t4 INSULATION PER N.Y. `"3 STATE ENERGY CODE • ' . kiiir g LuTt... 70 44;.4......,,,,,. -- 7e) 4,i_ '------ 4 E4, --stir-7/4-451 / - ' J FINAL , ,,may .. t',--I'' f ,- C, ft . (/ R ,,, ,,i.-1/ ADDITIONAL•'CO -')C.2 NTS„'.,' ' • - . ,Oa -O �'� G D'. ..5-' �e- Pa 5D-114 ( C S0' trer-i-P(DA vft-TNkA Ill 1 � Gt ' afteAAWY-6) 1,, ...tD-1. ._.q.,_ - . . 71 a %. 1(5-f) uF L c . ?t W90C___. , —10 (S /� 3 ,4 1 �'o -0� b /C ' d (..A..-1-- 4r "7"-ITT -r1c- 'D % -s d . L Vi.- 15 03,49,(5. ..,e,,.. ._,.. ,-,..,„:„.2.„,nr-z_vc2,5., Leke-4.... -e-, - - .- •Ae 0 ,----u oiA/6-- - "...___ ,r_..,..e... :-....-- .„ - - . x_ ,. .... . \ P. o `� /7 , ',i/ '4 `e. //'.c�>.� ',(/- 71•g i_.,.7. ,a.t,- z qtr. _7 . . . . • Y , e • .--L . M . 8e 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. 3Sq l 5 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined -- _ ,20 - Storm-Water Assessment Form O� I i Contact: bi -% Approved dLl ,20 Mail to: il d Heil'k es5 C. Disapproved a/c -/75-I2Ocrir 2-514 1L�/`11'� 7 j. Phone: 631-344 5160E�� ;I Z E 1 . R-bC— j Po lU. 1l-1- 1 ‘111 ifj-ia__ Building Inspector ��� E MAY 'VG 2014 ___, APPLICATION FOR BUILDING PERMIT /51 BLDG DEPT Date , 20 I- TOWN OF SOUTHOLD 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 co. -.usi g code,aped regulations,and to admit authorized inspectors on premises and in building for necessary inspectio 111 I -,_ 1 (Signature of applicant or name,if a corporation) AJ7aks- r (Al—PS' (Mailingaddess of applicant) / 17 7p State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder hcjao4 Name of owner of premises Lqc ,�rt_. \" 11; �4,e-5 ®�\.J J+CTV L---(i J r 1 (As on th• tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer 5C1 0 oLaAAAJLI C_,‹9G4A51-, ,9)--0(-AnfuL-Q / — I '3 — 5— • 2, ,State existing use and.occupancy.of,prqnkv d inteni;ed use and,oc u.an y ofp opo construeti+n: - ,a"'.�• • a. Existing use and occupancy -41-. 1I ' !. '• :'.. Ar/t._. . . a' , Intended use end occupancy S j' , �' '( P �' GA/ ( l -- b 3, Nature of work(check whichrapplicable). New Buildin :( = (/.Addition • •.-: + Alteration ' Repair Removal Demolition Other Work (Description) 4. Estimated Cost•••3� •CO 0 f Fee I •, • • (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 • Dimensions of same structure with aitetatians,or.additions:'Front — Rear Depth mm Height _ Number of Stories - I rt f r1 t 11 Q It 8. Dimensions entire a ,� construction: Front �4� �" 6 Rear Depth �U – C) Height �' ,Number of C,% _ I 9, Size of lot: Front s Rear ,, ' a Depth .. . .. . . 10. Date of Purchase l, tl a' Name of Former•Owner• ' ' 1 ' < Q the 1 11. Zone or use district in which premises are situated • ' 12. Does proposed construction'violate any zonitig law, o�cl ii'axnce ortx ulatXo ? S N0 ,r ..t,' r t .' J:+• 1 , 13. Will lot be re-graded?YES NO Will excess fill be removed from:premises?�S • ,NO • •-• ;• :,i• 6..71,0• ••• -,•-; g,C 14.•Names of,Owner•of ere.•' es '7., . ` :_ '' • �" 5 �c�,�_ �E', �+`',C item, r;• JAI Name of•Architebt s; ' ;.P.r'IIL z . , ;.s' 'I.:1;I,ddress'e+ I ; i I. ue61'9 Name of Contractor I- IL". • REMilee ddress t 417 %0/7"? •.sne :6 I �1� ;�'• I. .'1RI1-.f. ��•Tcn riW�nJ,P�•",`�.:��. ..i .rf ,,: ..t ••/.�t117 °; 15 a. Is this prclperty'withTh.i•00'Poet`oi?is ti g Weil`ate(d'br t�-frestiwater well_ �1?'� S'X: _f 4O . * IF YES;SaUTHOLI TO'U t'T sltES`8�`D;B:C; 1`5.3 A'Y":•E'•".QTJI Ei$;'. b,Is this property'with hf t00`fee' o '" '" ' e sJ:,i,i.► :,, #of a h �wetland'?•�`' rIVCt=` *IF YES,D.E.C.PERMITS MAY BE REQUIRED . •�--� . . . ' r ' . 16. Provide survey,to,scale,-with p,Fcu,rpt,9 taundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 18. Are,there any covenants and restrictions with respect to this property? *.YES - ,NO *IF YES,PROVIDE A COPY, • . , . , • , . STATE OF NEW YORK) SS: COUNTY OF - 1 • t " 1' /.A • • ' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract a.•ve named, • . • • • (S)I-le is the ,' • a : • . (Contractor, ' nt,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have_perfornned the•said work and to make and file•thisapplication; that all statements contained in this application are true to the best of his knowledge atxd belief;and that the work will be. '• performed in the manner set forth in the application filed therewith. „• Sworn to before me this day of ji/Ki / 20/7" ANN MARIE ROBERT - i - � �/%C � � ; Notary Public,State of New ' '�.y� ��• . . vC — r976-Suffolk Cou ,'" Notary Public Commission Expires June 17,ao�5 Signatue of/ pplicant I 7 ,,r,,amr.,,. •�osu ,. Scott A. Russell _ James A. Richter, R.A. SUPERVISOR a 1 Michael M. Collins, P.E. . SOUTHOLD TOWN HALL-P.O.Box 1179 O ,$ 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 `. Fax#: (631)-765-9015 MICHAEL.COLLINSOTOWN.SOUTHOLD.NY.US ,,, ,.,,,, JAMIERICHTEROTOWN.SOUTHOLD.NY.US Office of the Engineer MAY 0 2 2014 Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Propert Omer esign Prof conal gent,Contractor,Other)) PROPERTY OWNER (If Different iron,Applicant) NAME. 4.40 1114r lc ,SOC' NAME: ADDRESS- 50.'Ph I ICtd. ADDRESS: 475 toutail Roc-ick-Pi 0-6 ru 4/!7 Telephone Number: v LP,3'-7 /4f— Telephone Number. Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5°x I I"Envelope&Appropriate Postage DATE: L 1/114 Propert Address/Location of Construction Work: 5q0 i.ocore. Coo(--1- -L.o fr/ 7 S C T M #: 1000 102.(e. /3 5- J-.i&' t, 1 / 119ty8. District Section Block Lot Required Documents for Stormwater Review: ' * Copy of Complete Buildingeermit Application. Stormwater Management,Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Dnveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Su I - to the -• ion of a SMCP During the Stormwater Review! ' Note: These Projects would be Limited to Inte t, -- : ations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking,Install:;, and/or Madificatr,- , Mechanical Systems or othersim'llarWork. A Complete Description of the Scope of Work Proposed under the Building Permit Application. lE A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. *FOR EG I/Iy D EPARTMENT USE ONLY**** - Reviewed B- �r(f1� - Date g ppro -d ® " ditional Information Requtreti: DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. 1 i CQ\' HAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST ..!tt 0E, V DATE: 14 ° I Li APPLICANT.(Property Owner,Design Professionh Agent,Contractor,Other) I 15 41 -- ot ` ISCTM#; 1000 3 NS�+� Fa�(Cc`i`2� rk ✓ocp�eS©fT -.,...J„„„„,, Telephone Nurhber. �J 7�y,5/DO ,(a, District =bon Blick Lot S M C P -Plan Requirements: The applicant must pros ide a Complete Explanation and/or salidation of all Information Required by this Checklist if it has not been provided' I. A Site Plan drawn to scale Not Less that G0'to the inch MUSTIf You answered No or NA to any Item,Please Provide Justification Here! show all of the following itemsYES NO Im' If you need additional room for explanations,Please Provide additional Paper a. Location&Description of Property Boundaries ' I II I b Total Site Acreage I c. Existing-Natural&Man Made Features within 500 L.F. I V r 141 of the Site Boundary as required by§236-iliol2) d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water I II 1 e. Limits of Clearing&Area of Proposed Land Disturbance f. Existing&Proposed Contours of the Site (Minimum t intervals) OMI If�' g Location of all existing&proposed structures,roads, , I driveways,sidewalks,drainage improvements&utilities h. Spot Grades&Finish Floor Elevations for all existing& m proposed structures. 1. Location of proposed Swimming Pool and discharge ring. I III ILI/ ay,Llep� ltd CJ Iv/���R� SIR D i. Location of proposed Soil Stockpile Area(s) �/ I �os1t 9611 TO®I�$I Q • k. Location of proposed Construction Entrance/Staging Area(s) I �i IElContact TOS Engineering at 765-1560 bQfor I. Location of proposed concrete washout areas) ✓J1 Back f III�`OR Provide Engineers Certification m Location of all proposed erosion&sediment control measures. 1/I I i IIII 2. Stormwater Management Control Plan must include Calculations showing I that the drainage has been installed to Code. that the stormwater improvements are steed to capture,store,and infiltrate A l � on-site the run-off from all impervious surfaces generated by a two 121 inch rainfall/storm went 3 Details&Sectional Drawings for atormwater practices are required for approval Items requiring details shall include but not be limited to. EROSION&SEDIMENT CONTROLS AA a. Erosion&Sediment ControLs. MI Shall Include but not be limited to: b Construction Entrance&Site Access MI=MI C. Inlet Drainage Structures leg.catch basins,trench drains,etc.) n� NEA well maintained Conctruction Entrant.e d Leaching Structures leg infiltration basins,swaies,etc 1 I VA 1 I IMFUI/ .„. . r Seeding of exposed and/or inactive soils. FORM 0 SWCP Check List-TOS JAN 2014 APPROVAL OF STORMWATER MANAGEMENT CONTRO P N -Town Code Chapter iib Date: Approv by: @5/0312013 11:41 16317446909 LANDMARK PAGE 02/03 • 1• St • - - •I AC . \ I Town Han Pavel * 411 - tL_,� � )7651202 542,5 • da Southold,NT 11971.0959 Ed1971-095950 ► BUILDING DEPARTMENT 'OWN OF SOUTHOLD • 'UCAT1O f FQ ELEC; ICAL llISPECUoM • REQUESTED S .' � .'' , --` D f Company Name: 4,G t , .� Name: yiejleji. ter. ►. • .•License No.: • ��� . , ' ; 7 .• , dry: r � � • Rhone No.: 41.„ a • JOBS1T'E INFORMATION: (*Indite re.Liked infonmtbon) - *Name: a / 1l'A>!`;£'.,,`--,- 0'_ t-tf� 1„ t *Address: O u *Cross Street: 0. b. r *Phone No.: CR 08 Permit No.: . Tax Map District: p Section: M... Block: IIM Lot: its _. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . A...440-e, : - r- ........... . (Please Circle All That Apply) is job ready for Inspection: ;/..0 Rough In * •your need a Temp Certificate: i NO • Fine! Temp Information(If needed) *Service Size: :1 Phase 3Phase 100 150 200 300 350 , 400 Other *New Service. Rs-connect tlndergrcNumber of Meters Change of Service Overhead . Additional Information: undPA �Y i_ TTTMDIIEITH&I�PUC,ATICON • .VII O\ / 824Request for Inspection Form G P 0Zs9 MAR-8-2015 17:34 FROM: 70:7446909 P.1/19 I c '' JF-, ln ElJ ,,1J E n r 1 ; ,.a , id bl MAR - 9 2015 Robert James HigginsSt DC,_ i ov 1,OF S DEPT Architect, AIA 50 Hidden Acres Path s -- Wading River,NY 11792 631-208-3351 C ,d 40 t - March 5, 2015 Town of Southold P.O.Box 1179 Southold,NY 11971 RE: landmark properties of Suffolk Rte 25a Rocky Point,NY Lot 17 Laurel Court,Southold NY I have reviewed and approve the following changes to Lot 17,Laurel Court: ✓ 1. The Blue Linx engineered floor joists in lieu of VI engineered floor joists 2. 2nd floor-Double 9.5"LVL Flush (aboutility room)in lieu of Triple 9.5 LVL 44 3 W/ . 2nd floor-Double 16"LVL Flus tair'framing he:•er(above garage)in Lieu of v 2-4,;(1— Triple 16"LVL. "1-/6 ' / -'' / - f264A----‘,. g,A%-c-ca SZ•civ Res., N R�ybfcks�a�, 0 „ �� �( t � app"- , Rob- ..1!lira:, Ayr,17:/e, , , 1 ,;Iil• (pp". Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 March 5, 2015 Town of Southold P.O. Box 1179 Southold, NY 11971 RE: landmark properties of Suffolk Rte 25a Rocky Point, NY Lot 17 Laurel Court, Southold NY I have reviewed and approve the following changes to Lot 17, Laurel Court : 1. The Blue Linx engineered floor joists in lieu of TM engineered floor joists 2. 2nd floor - Double 9.5" LVL Flush ( above utility room ) in lieu of Triple 9.5 LVL 3. 2nd floor - Double 16" LVL Flush stair framing header ( above garage) in Lieu of Triple 16" LVL . ` pa ,,y q.,,,_.- -..:-..,-/,,,:.,%,, y� `jr.\ I ' A —: ay T,'.112,' . `'.�I *Pi ks ,Robeaarg AIA rD-- 1 MAR 122015 I 51 DC DEPT TO'M\ OF`:OUFHOLD Robert James Higgins < I Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 - R �' �� �I i MA 1 L__________215j1 March 11, 2015 BLDG DEPT TOWN Or SOIITr10t D Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 RE: landmark propertiesofSuffolk Rte 25a Rocky Point, NY Lot 17 Laurel Court, Southold NY I have reviewed and approve the following changes to Lot 17, Laurel Court : 1. The - Linx engineered floor joists in lieu of TM engineered floor joists 2. - nd floor Double 9.5" LVL Flush ( below utility room ) in lieu of Triple 9.5 LVL 3. 2nd floor - Double 16" LVL Flush Beam ( above garage in-line with 2nd floor wall) in Lieu of Triple 16" LVL . Res; ,1_,P§ 6;',.\'‘ r0 fr‘ f i ' V* j \ "04.6%-,/ it Robe= -° - �} a %pF 5002, Town Hall Annex '1/4Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Ol °��,,` Southold,NY 11971-0959 yOOUNI 1,� �'' „so October 28, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Landmark Properties of Suffolk LTD 475 Rt 25A Rocky Point NY 11778 RE: 590 Laurel Court, Laurel 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. A fee of$50.00. 11 Final Health Department Approval. 1/Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38915 — New Dwelling LAUREL TRAIL 0 �o A gip oz goo \ 70, 00A1 0" G�1 moo. 1002'8 C 10000'9 LAREL COURT _ —100'— G 100.03 Un 0 —100- CL 99.98 pU<<7ac gg.52 o C 99.84' LOAM kill u � FDG. 99.1 l' Nu- :OX TH#2 .4 175. IQ' 17' ' . cos,„ os cE .. .j N 102' 10 ----, �� 1-41 SAND O 1oti6 > 10 .1. —102. & o - O + a \ i1; GRAVEL °O PROP, vi O p �-,,' N b '4 EXP. 3 10 O S 1 o G) O • y1 • c„ �� 1 yFOc R 10 L.P. POP. , a O 51.5 i! 11�W // I PROP. + G �� / S.T. (101.5) \ k Cn / r W / + ;102.0 - \ p 1 (101.2) Q m TEST HOLE #2 , // 2S.4. b o Lik HE c6 AS SHOWN ON MAP / • ro \ 2 2.3E OF LAUREL LINKS / + / PROPOSED CO + x FILED NOV. 23, 2001 /�, DWELLING y cE FILE No. 10712 /81 o'• o y N. /49 o- FEEL. (104.8) +1 73 (102.0) \1 0-16 / z GF.EL. (103.1) I (10 1) 1 O ' + 67.75' O. \ • S . I (101.6) ( 02.4) / . , O / N ! \ 4....\ .... _ I R I R /- l \ o O ! + J �\ O / (101.9) + Z ,�O„ cE 102\ 1ory� (102.6) \ m N yfO�R / + - +��ti� LOT i'r V., i — �g o�w 1o�a — _�_ _ 29,484 S.F. x� N ....] +,, 001 ` 2.5E x � o/N ------ +�------ 1�OAIL \ + ��-- --- — N 100' No • CERTIFIED TO: 1O' NADE GOLF -- ---------- LANDMARK PROP -RTI _1n �sUFFOLK, LTD ��55.QO 219.43' ,102\ CHICAGO TITLE/ l\,S1).JEA 45,E ICES, LLC �,�` •.‘"? 14 ka A' ""*.. 7o, --. -..1 \i lit _ .,1 ifk �� ri 1 4 �x �rw= ''� �'cc OPEN SPACE .“� �q�� v� 0 `� ' (GOLF COURSE) 1$, ` a� IX THE EXIST C``, OFa=R/GH�TS O s��:Y w 9a. \ \ EL AND/OR EA g, Tjl� ", QRi IF ,.� � a ®. ANY, NOT S 0 RE-NS ve' K1 = g �° -` , o '< GUARANTEED. D LAN T' .44 U z ' � ® ® `--.. UNAUTHORIZED ALTERATION OR ADDITION04 w likil t 6s. vi a.0 I �, 1,74''-••.., TO THIS SURVEY IS A VIOLATION OF 0 w SECTION 7209 OF THE NEW YORK STATE Z 8 LI -4 EDUCATION LAW. 0 �.I a COPIES OF THIS SURVEY MAP NOT BEARING 7LiEg-WX 9 a, as: THE LAND SURVEYOR'S INKED SEAL OR > • c EMBOSSED SEAL SHALL NOT BE CONSIDERED w TO BE A VALID TRUE COPY. V �6 ! g W GUARANTEES INDICATED HEREON SHALL RUN -� ONLY TO THE PERSON FOR WHOM THE SURVEY 0 0 Z �'�` X IS PREPARED, AND ON HIS BEHALF TO THE ' U (DE "" `� TITLE COMPANY, GOVERNMENTAL AGENCY AND a® '� ca ® cn LENDING INS77TU77ON LISTED HEREON, AND DRAINAGE CALCULATIONS: ® �, IX TO THE ASSIGNEES OF THE LENDING INS77- ROOF AREA = 3019 S.F. x 2/12 x 100% = 503 CU. FT. I., w ,, ® - TUTION, GUARANTEES ARE NOT TRANSFERABLE. USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. or, SURVEY OF: LOT No. 17 e�e MAP OF LAUREL LINKS KENNETH H. BECKMAN, L.S. FILED NOV. 23, 2001- AS 10712 SITUATED IN: MA TTI TUCK Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 11/9/2012 JOB NO. B12-14640 SCALE: 1" — 30' P T. SEC. BLK. LOT S.C.T.M. NO. / 1012R 6 13 5 �liszi1" ., REV. DWELLING 3/31/2014 B14-15818 APR6,2I f SUFE C 20f4 OFPira ®•HEA1 r,_, I LAUREL TRAIL 42 -1:0-1 L. - . O CD-te..„ v • lib k'S 4.° - o cS o _ e7) ) SI•3R• O°A% ° °0'9• AVR L COURT 1°°.°S pU p,>Y '00°2' 99.98' \ C g9.62 / e°k� C 99.84' oO LOAM FDG. 99.1 ANIL P-11:Ox.) TH#2 1° &FCAR 8175•D0' — 0 17' o . OENEG Ap Noo' 44),4018 O 0 � SOS +`° 6 �� ;) SAND p0 ,°g' ,° �4 GRAVEL o °0 qj0 d ;; N IA k 'FQ FR rh, / 57.6' -. , O / 15.9- \ k CA / N 9.5 G , ' // 11.6;, TEST HOLE #2 1 254. o °0-co 12.6' NEEGE AS SHOWN ON MAP / ca 8.1' cci OF LAUREL LINKS 9.3 CONCRETE a 2.3E ' FILEDNOV. 23, 2001 ,& FOUNDATION ,°�� FIFEN°E FILE No. 10712 /e o T.F. EL. 103.9 j4J I BASEMENT I: 11.5 01 E \ \ ✓ �o / EGRESS N o . O / 38.5' 3.6�, BASEMENT \ •(V / 0 0 0 o EGRESS •Y /1 \ 4-..\ „....0 2 / \C°0 CFiy / \ 9,FR / ��w ,, 29,484 S.F. 1N + °°,i 2,5E x p/N + TRAIL \ + CERTIFIED T0: ,o' WIDE GOLF TRAIL O°' LANDMARK PROPERTIES OF SUFFOLK, LTD �55•�� L=219.43' , CHICAGO TITLE INSURANCE SERVICES, LLC � \.of NES ``�. ``�. \ v � �H. 0, OA err' 4 . •.... *oF \ �' OPEN SPACE .% °tp %%� THE EXISTENCE OF (�G��7 F W,q ;,� (GOLF COURSE) ����q/< ��%. AND/OR EASEMENT OF RE'QRD II �-. ��� ANY, NOT SHOWN A)?!t. OT 1H1 ............ --� ��� GUARANTEED. ��� 4/o A� O ��� �� c. UNAUTHORIZED ALTERA7 Ot e ND 770N ``��� TO THISaSURVEY IS A VIOLATION OF , SECTION 7209 OF THE NEW. YORK STATE EDUCATION LAW. - COPIES OF THIS SURVEY MAP NOT BEARING [ ]J 1�--�/LrffiL. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ' IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING•INS77TU770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77- TU TION, GUARANTEES ARE NOT TRANSFERABLE. ' SURVEY OF: LOT No. 17 E C II U _E , MAP OF LAUREL LINKS RI KENNETH H. BECKMAN L.S. • FILED, NOV. 23, 2001- AS 10712 JUL 1 55 2014 ' SITUATED I N: MA TTI TUCK Surveying and Land Planning 1814 Middle Country Road BTOWN OF: SOUTHOLD TOWNILOF SOUDG THOLD T Suite D • - Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 - FAX (631) 345-9429 DATE: 11/9/2012 JOB NO. 812-14640 SCALE: 1" — 30' DIST. SEC. BLK. LOT S.C.T.M. NO. 1000 126 13 5 FOUNDATION LOCATION 7/10/2014 B14-16064 �r REV. DWELLING 3/31/2014 B14-15818 LAUREL TRAIL \, << C�j VI r, II, , •414 I 2015 LJJ\®V 4 -- BDG DPT 'c4 ioo F � � 0 , \ C lOOttj, \ tTcT0 L ___ ` — ‘3% dA, OA1 Tfl. - \ppb ' CL 1O°1 q c G Up, c '000�•s ^URG .98' COURT c�l000 , .9____ _?''',-- COURT gg.82 / pU� 9 X� ,�� C 9C yam— o LOAM (e‘o...soY. FDG. 99. (fa 2 — TH#2 \O" *4'4-* 1 75. p' —MI; 7• p 0 .,--, c� veD,GE I` O9• + ;.-• 1- 100ry ,,02 10 M \ + i Sp O +10 �� 1010 1, SAND Q '�° cc 0 \ V' O TC 10 05+ ,/ 0 of GRAVEL °.° Co O B.B. CURB m �;S i LP. g iO 0 , O O`U \ S, CP �` BRICK a o 1 • 10 - , W• 3 a � 1 �. y��P '`� TC 03.34 o ' W / trillb*-- 55 6I 'c 0s32' 0\/ 15.9- �r rA/ \ I r o r o // 11.6;oENESLATE N GARAGE \ N TEST HOLE #2 �r / 2$ ti^ o °° �D 12.6' rn C OS AS SHOWN ON MAP / h 4• 10 cd 8.1' ci \ % • ZF31i ' x OF LAUREL LINKS i 10 A. . 9.3 2 STORY FRAME t TC 103.38 B.B. CURB 4 FILED NOV. 23, 2001 / , ❑ DWELLING El WOOD TC 103.08 \ 104 f ,� FILE No. 10712 / F.F. EL. 105.1 / 00 11.5' STEPS , BSMT. II N G.F. EL. 103.1 1 ; " EGRESS L 38.5' 3.6'N- •.C. \ \ •N / ` CC to -�. BSM T. e ' Q / o • WOOD •°' °' 10cv6 EGRESS 10' \ ��V ) ti R STEPS—�: ` L I 1 STORY • 2 DIA.Fr \ , s covc 1 , DRYWELL \0 - - - Orli \ \ pQNR ) ;0 -- 10ti. LOT No. 17 0.)• ) O + wwi 101° r 29,484 S.F. 1 x c1: ,,`,+ '1 25 6 X i p/y ,Sc0. + TRAIL • + ��......, _� 101V 001 0.y0 f CERTIFIED TO: 10' WIDE GOLF TRAIL _`--` -- +1 1 , LANDMARK PROPERTIES OF SUFFOLK, LTD `---..... L 219.43 CHICAGO TITLE INSURANCE SERVICES, LLC --- — __ — � \I t ylft k\ �P E OF NFA OPEN SPACE —N. -. GOA %N.., AND/ORTHE EXISTENCE SEASEMENTS RIGHTS F RECO-4AY l���� �F�'r0� (GOLF COURSE) %��74t1/4 ��....... ANY, NOT SHOWN ARE NOT 1 GUARANTEED. E ." i ..,. ���. UNAUTHORIZED AL TERA AON OR 4.0 r, ��`, TO THIS SURVEY IS A WOLA770N r• ' 4984' -,yOQ SECTION 7209 OF THE NEW YORK I.D SUR ' (---- ' ' EDUCA770N LAW. _ COPIES.OF THIS SURVEY MAP NOT BEARING o J r,t 5��i ;3 T c:Jt HEALTH ERVIC THE LAND SURVEYOR'S INKED SEAL OR ""-'0�� J' ` __ EMBOSSED SEAL SHALL NOT BE CONSIDERED r - �'>fi'+'::I-`• l i O E F+O TO BEA VALID o.i=H;—ts:'<';�'3. �.'ti '_ ',r,e�,:,,ly;'.:':�ii�E�V'C'� L D TRUE COPY. ;', ,;i�t i O 3 Z GUARANTEES INDICATED HEREON SHALL RUN - H,:-=,•R s `'"''' 1 ' O ONLY TO THE PERSON FOR WHOM THE SURVEY , IS PREPARED ,rr 3 :•u8i9 , AND ON HIS BEHALF TO THE 71TLE COMPANY, GOVERNMENTAL AGENCY AND �<<;` '"'~�,,rcoy' ar,� ��u:a;VLP';�Iy ' �1�t•nsaat bIIusEas D r �,ctrt,r a:ar:ific�i�y t"ir C4A'"`�r,Cr,t of C'�`•�'��•� LENDING INS77TU770N LISTED HEREON, AND t'� ''' ry F4KIn�'Ji'�S�,Gk;y._ 0�=� ' TO THE ASSIGNEES OF 7NE LENDING /NS71— ��,, � � �� 7U710N, GUARANTEES ARE NOT TRANSFERABLE. ,,,d ` -,ate -- SURVEY OF: LOT No. 17 �/ zrr-. d ice of�+lavfirdWatel i anagesr��1�� MAP OF LAUREL LIN S IVE111 ' w� FILED NOV._23, 200 - AS To 12 OCT d ! KENNETH H. BECKMAN, L.S. l 9 1015 r Surveying and Land Planning SITUATED IN: MATT/TUCK {al~ E 1814 Middle Country Road q F. co„.a i-71km s R9lk�ES TOWN OF: SOUTHOLD ' "`- 3" Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK , ' (631) 345-9427 • FAX (631) 345-9429 DATE: 11/9/2012 JOB NO. B12-14640 SCALE: 1" — 30' REV. SURVEY 10/29/2015 DIST. SEC. BLK. LOT UPDATE SURVEY 10/9/2015 S.C.T.M. NO. 1000 126 13 5 , - FINAL SURVEY 9/15/2015 B15-16980 FOUNDATION LOCATION 7/10/2014 B14-16064 REV. DWELLING 3/31/2014 B14-15818 LANDMAR OP ID:JC 4 RO' 'CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 04/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joann Conboy Borg 8,Borg,Inc. PHONE FAX 148 East Main Street (AIC,No.Ext):631-673-7600 (ac No):631-351-1700 Huntington,NY 11743- E-MAIL j ADDRESS: oannc@borgborg.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine and General 12294 INSURED Landmark Properties of Suffolk INSURER B: Ltd;PB Developers Inc;(notes] Oak Chase Development,Ltd INSURER C Lamb Ventures of Suffolk,Ltd INSURER D: 475 Route 25A Rocky Point,NY 11778 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR R TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER (MM/DD/YYYY)SMMIDD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY X GL2014LHB03233 01/26/2014 01/26/2015 DAMAGE TO RENTED re PREMISES(Ea occurnce) $ 100,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) _ $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ 2,000,000 7 POLICY n 781 n LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident $ AUTOS AUTOS ) NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS JPER ACCIDENT) $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE S DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/,LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) certificate holder is added as additional insured CERTIFICATE HOLDER CANCELLATION LAURELL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Laurel Links Estates THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Homeowners Association Inc. PO Box 715 Mattituck,NY 11948 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD LANDMAR OP ID:JC DIYYYI� TE(M �2O MID ACOg CCERTIFICATE OF LIABILITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policiesmay require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMCONTACT Joann Conboy Borg&Borg,Inc. 148 East Main Street (A/CDNr o,Ext):631-673-7600 M.No):631-351-1700 Huntington,NY 11743- E-MAIL ADDRESS:joannc@borgborg.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:SOUthWest Marine and General 12294 INSURED Landmark Properties of Suffolk INSURER B: Ltd;PB Developers Inc;(notes] Oak Chase Development,Ltd INSURER C: Lamb Ventures of Suffolk,Ltd INSURER D: 475 Route 25A Rocky Point,NY 11778 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POUCY EFF POLICY EXP LTR INSR WVD POLICY NUMBER (MM/DDIYYYY) (MM/DDIYYYY) UMITS GENERAL UABIUTY EACH OCCURRENCE $ 1,000,000 DAMAGETO RENTED A X COMMERCIAL GENERAL LIABILITY GL2014LHB03233 01/2612014 01/28/2015 PREMISES(Ea occurrence) $ 100,000_ CLAIMS-MADE n OCCUR MED EXP(Any one person) $ 5,000 • PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE _ $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 7 POLICY n JEC fl LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED — SCHEDULED BODILY INJURY(Per accident) $ HIIREDSAUTOS NO OWNED • PROPERTY DAMAGE $ _ AUTOS (PER ACCIDENT) UMBRELLA UAB. OCCUR EACH OCCURRENCE _ $ EXCESS LIAB CLAIMS-MADE AGGREGATE BED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'UABIUTY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TWNOFSO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department Town Hall Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured LANDMARK PROPERTIES OF SUFFOLK LTD 631-744-5900 lc.NYS Unemployment Insurance Employer Registration Number of Insured 475 ROUTE 25A 3431536 ROCKY POINT, NY 11778 ld.Federal Employer Identification Number of Insured or Social Security Number 113463687 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance TOWN OF SOUTHOLD BUILDING DEPARTMENT Company of America 3b.Policy Number of Entity listed in box"1a": TOWN HALL DBL97481 SOUTHOLD, NY 11971 3c.Policy effective period: 03/26/2014 to 03/25/2015 4.Policy covers: a. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b.El Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 5/15/2014 By 'p- /14 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mall it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.6 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed _ By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only,insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) Additional Instructions for Form DB-120.1 By signing this form, the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW Section 220. Subd. 8 (a)The head of state or municipal department, board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof'duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal department, board,commission,or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an - insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06) Reverse -YSIF New York State Insurance Fund ;_ Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 113463687 LANDMARK PROPERTIES OF SUFFOLK LTD 475 ROUTE 25A ROCKY POINT NY 11778 POLICYHOLDER CERTIFICATE HOLDER LANDMARK PROPERTIES OF SUFFOLK LTD TOWN OF SOUTHOLD 475 ROUTE 25A TOWN HALL ROCKY POINT' NY 11778 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11195 575-4 909425 12/21/2013 TO 12/21/2014 12/17/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1195 575-4 UNTIL 12/21/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 12/21/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. MARK BAISCH OF LAMB VENTURES OF SUFFOLK LTD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:510828814 U-26 3 1 jJ • EScheck S ftware Version 4,5 •: Hance Certificate • Project LOT 17 Laurel links energy Code: 2010 New York Energy Conservation d !J)cation. Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 0 ft2 Glazing Area 12% Climate Zone: 4 (5750 HDD) Permit Date. Permit Number. Construction Site: Owner/Agent: Designer/Contractor: Laurel Court Landmark properties of Suffolk Robert Higgins Southold,NY Route 25a Robert Higgins Architect Rocky Point, NY 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com Compliance 7.7%Better Than Code Maximum UA. 634 Your UA 585 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies ► :3*`` `°�� aao � � ��`�*"�I� �'�' f�� �; t � ��� Q "� '���r„r'�z��s� r� r *, ,a�� '�• "'x'r�`""'s �' �' Area `sakvityF CO fit it D: r , !i , rOrAY Nalle R1.Value . O► d19 U =44:4„,14:40-0.1,1,0 erteter o . over basement-All-Wood Joist/Truss Over Unconditioned Space 2,130 30.0 0.0 0.033 70 over garage:All-Wood Joist/Truss:Over Unconditioned Space 194 38 0 0 0 0.026 5 Wall 1:Wood Frame, 16"o.c. 3,800 13.0 0.0 0.082 269 Window 1: Wood Frame:Double Pane with Low-E 400 0.320 128 steel entry R-5: Solid 20 0.200 4 Door 2: Solid 60 0 400 24 Door 3. Glass 40 0.340 14 Ceiling 1: Flat Ceiling or Scissor Truss 1,945 38.0 0.0 0.030 58 Ceiling 2 Cathedral Ceiling 381 30.0 0.0 0.034 13 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application The propose building has been designed to meet the 2010 New York Energy Cons rvation Construction Code requirements in REScheck Vers n 4 .0 and to comply with the mandatory requirements listed in the S hec Inspecti n cklisgt. Nam -Title ignature Date Project Title: LOT 17 Laurel links Report date: 03/28/14 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\landmark\lot 17 Laurel Page 1 of 2 Links\energy.rck - Project Title: LOT 17 Laurel links Report date: 03/28/14 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\landmark\lot 17 Laurel Page 2 of 2 Links\energy.rck OFF' CE DRAINAGE I SPECTaOi' S 1- !. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. AP 'ROVED AS NOTED DATE: B.P.#2891 S.a. COMPLY WITH ALL CODES OF - tielL BY; NEW YORK STATE & TOWN CODES J T IFY BUILDING DEPARTMENT AT AS REQUIRED b-1E302 8 AM TO 4 PM FOR THE i ALLOWING INSPECTIONS: S9l +l FOUNDATION - TWO REQUIRED S FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING SOUTh@ INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW { YORK STATE. NOT RESPONSIBLE FORTgL DESIGN OR CONSTRUCTION ERRORS. • OCCUPANCY OR PLUMBER I;ERTIF,ICAT�ON USE IS UNLAWFUL ON LEADS OrTENTBEFORE, WITHOUT CERTIFICATE CESRTIFICA�'E P-OCCUpgNeY� ` °:: :: SUPPLY WSEI3'IN WATER OF OCCUPANCY • SUPE-CA'NNO.t . - EXCEED 2/17 pF 1 to LEAD: RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 PLUMBING OF THE TOWN CODE. ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING DO NOT PROCEED WITH FRAMING UNTJLSURVEY OF FOUNDATION LOCATION;;� LAUREL TRAIL 36" MIN. FENCE POSTS, DRIVEN MIN. 16' INTO GROUND WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, CONSTRUCTION NOTES FOR FABRICATED SILT FENCE MAX. 6" MESH SPACING. O SILT FENCING AND/OR STABILIZED �h� �` SILT ES FOR FLUSH ENTRANCE CONSTRUCTION 18' MAX C. I C. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS %��y`�� DRAIN PROTECTION ' WITH WIRE TIES OR STAPLES. �'� �'� 11111111111111111111111111111111 .IL■■■■.. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE ■■■.■ FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. c�� • R� � — IINII�M��INUM��� ■■.II.■ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER �MintaIMM'� iaMMII N THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 61 �II���������������II� 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 3�, cC 'oo G No°' ��II���� � �� �����II�� REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. I �� �� I) POSTS: STEEL EITHER "1" OR "U" •/9 CAPRcIri O — °;oo ��II/���/•� �� ��� �'� 2" p�nu c X000 ' —100URT 1p0 2 i EN ��I��� FENCE: WOVEN WIRE,HARDWOODGA. e0x� c s9 6" MAX MESH OPENING °� FILTER CLOTH: FILTER X. MIRAFI 100X. C 99.84• o/� LOAM 4 ., j PU� STABILINKA T14ON OR APPROVED EQUAL ,E :=1.-. SER PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR TH#2 '`� c*i R= At' • _',, HE GE PERSPECTIVE VIEW 7 . ;cry •° ,, 46N APPROVED EQUAL. ' 102'—e+ _ 081%0.2W i ,, SCP.* °° • t.�- I�'r +, j��QQQj�j�j�����j�j�����4��� 36" MIN. FENCE POST PROPOSED s ' °�• .� o•••••••••••••♦ O ,�° - 102'— ••••�•�•�•�•�•�•�•�•�•�•�••Q WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. SAND SILT FENCE l� 'b & O `' 2, + . I ' , �S 11 j •�•���•:�:❖••• • 6" MESH SPACING) WITH FILTER CLOTH OVER GRAVEL `�,�, t••�•o z • • '' '" - PROP. 3 ` •�'� © •LP. . o, . •,,, .:,: •••••••• �•••••• NDISTURBED GROUND .0• 4w ••••••••••••••• FLOW �tbcb/�R / PROP. CONCRETE 57.5' S. k ;�;llllll•l;•;!;•;•�• k PROP. WASHOUT G EMBED FILTER CLOTH Z // i S.T. (101.5) \ � MIN. 6" INTO GROUND / r / CO .T / (101 2 A102 0) \ et LTER FABRIC r / SECTION I A, / ) L , c y BURIED 6"-12" TEST HOLE #2 0 / 254, b ,2 I ` WE GE °' SILT FENCE DETAIL AS SHOWN ON MAP «5 r4 OF LAUREL LINKS // PROPOSED co - 23E FILED NOV. 23, 2001 / la + / DWELLING \ �h+ x FLOW - '' '.+�" � FILE No. 10712 0- / FF.EL.5) it ce (104.8 +'`° °� o•`E "� �•''�` ` 117 �� / GF.EL. (103.1 (102.0) isils .i ANGLE FIRST STAKE TOWARD ��� talt 44� h0 / 4 (103.1) /AO" \ j`l��4r PREVIOSLY LAID BALE _ 4',..,..400.0101::. 67.75' O ` Ar$4.4) 4" VERTICAL FACE L/ (101.6) ( 02 4) \ V L � 0 0 / t •C64 I-�` I ,V . FLOW - ..rl 4'''� �. � e�% / R \ .►,\v #40 BEDDING DETAIL ssia Q. ; 4 ' " � BOUND BALES PLACED ON CONTOUR / CONSTRUCTION SPECIFICATIONS ' • / 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE V / + J TOPSOIL 1 OR ON THE E CONTOUR AND IN A ROW WITH ENDS +�� \ I 7 (1o1.sry (102.6) STOCKPILE NF SFR / p? `otiFO LIM17OFC \ it\C'.. TIGHTLY ABUTTING THE ADJACENT BALES. 2 RE-BARS, STEEL PICKETS, oR 2"x2` STAKES ..W 1 1/2" TO 2" GROUND, DRIVE STAKES FLUSH oc- ..�C,ON. •4I�C LEARING ti� , ,� ,� 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL WITH BALES. o°5w e/ 6 ._ • _'' + ' •i' R;A C ° LOT No. 17 ` A MINIMUM OF (4) INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL. _ , , `+� o _ 29,484 S.F. ":',:`g X�� / 3. BALES SHALL BE SECURELY ANCHORED IN PLACE ANCHORING DETAIL \ Pm/ ,°° TRAIL CO \ + BY EITHER TWO STAKES OR RE-BARS DRIVEN �� ... ...............�0'N 4 \ �� THROUGH THE BALE. THE FIRST STAKE IN EACH TRAIL �-►�� 11111111 \ �° BALE SHALL BE DRIVEN TOWAR THE PREVIOUSLY LAID 10' WIDE GOA-------------- + � BALE AT AN ANGLE TO FORCE THE BALES TOGETHER E R�55•00 L 2� 9.43' 1p2\ 4. INSPECTION SHAL.. STAKES SHALL LL BE DRIVEN FREQUENT AND REPAIR BALE �� REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. f ... 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED / 01111111•1110 ���` ��� THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE �,/ 4,o STORM FLOW OR DRAINAGE. STRAW BALE DIKE DETAILS OPEN SPACE (GOLF COURSE) ``` �q/( �• � 5 • 50' MIN. • BUT SUFFICIENT TO KEEP SEDIMENT ON SITE EXISTING- ...` ...\ PAVEMENT SITE DATA "'�, 1. PROPERTY OWNER: LANDMARK PROPERTIES OF SUFFOLK, LTD CERTIFIED TO: ,,,,, - y y FILTER CLOTH 2 PROPERTY ADDRESS: 590 LAUREL COURT, MATTITUCK --- 3. S.C.T.M. 1000-126-13-5 LANDMARK PROPERTIES' OF SUFFOLK, LTD PROFILE CONSTRUCTION SPECIFICATIONS CHICAGO TITLF,INSURANCE SERVICES LLC z 4. TOTAL LOT AREA = 29,484 S.F. . EXISTING 5. AREA OF CLEARING FOR CONSTRUCTION TURBANCE = 18,416 S.F. ° GROUND CO rei CONSTRUCTION ENTRANCE FOUNDATION OF �` COMPACTED 3/4" STONEBLEND OR N.Y.S. D.O.T. ,\ HAYBALE AND/OR ��� / TORMW ,��� ` I SILT FENCING _ APPROVED R.C.A. FILL TO 18" (MIN.) ABOVE ER CALCULATIONS. \ ,0 _ - EXISTING GRADE FOR DRAINAGE _ ROOF AREA = 3019 S.F. x 2/12 x 100% = 503 CU. FT. I THE EXISTENCE'OF,RIGHTS�OF.WAY �i'G�` z jN '_ USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. AND/OR EASEMENTS_OF.RECORD IF - , P�� Q��G EXISTING ANY, NOT SHOWN;ARE;.NOT P Po, PAVEMENT cy ER SIGN &SEDT ENTtt� ROLS GUARANTEED. --"'� - icy N Shal'inctule-b t not be limited to: poi _ A well maintained Construction Entrance, UNAUTHORIZED ALTERATION OR ADDITION OR WIDTH OF PROPOSED PLAN VIEW ``1 - TO THIS SURVEY IS A VIOLATION OF ROAD, WHICHEVER IS .��'� Wire Backed Silt Fencing,stabilization& SILT FENCINGE AND/OR %;� SECTION 7209 OF THE NEW YORK STATE GREATER / �Il I EDUCATION LAW. SILT 6.14.4 • Seeding of exposed and/or inactive soils. ,�,, SURVEY OF LOT No. 17COPIES OF THIS SURVEY MAP NOT BEARING STABILIZED DRAINAGE INSPECTIONS ARE REQUIRED THE LAND SURVEYOR'S INKED SEAL OR CONSTRUCTION ENTRANCE MAP OF LAUREL LINKS Contact TOS Engineering at 765-1560 before EMBOSSED SEAL SHALL NOT BE CONSIDERED Backfill, OR Provide Engineer's Certification TO BE A VALID TRUE COPY. FILED NOVEMBER 23, 2001 AS FILE No. 10712 g GUARANTEES INDICATED HEREON SHALL RUN that the drainage has been installed to Code. ONLY TO THE PERSON FOR WHOM THE SURVEY KENNETH H. BECKMAN, L.S. SITUATED AT IS PREPARED, AND ON HIS BEHALF TO THE APPROVAL OF STORMWATER MANAGEMENT LENDING77711 OMNST1 UTION LISTED HEREON,PANY, GOVERNMENTAL AND ANDCY Surveying and Land Planning M A 1 1 I TU CK CONTROL PLAN - 814 Middle Country Tam CoC •e ter 236 TO THE ASSIGNEES OF THE LENDING INSTI- Suite Road TOWN OF SOUTHOLD Date:4p_= TUTION, GUARANTEES ARE NOT TRANSFERABLE. Approve b : firiqk N.Y. 11961 SUFFOLK COUNTY, N.Y. y - _ JOB No. B12-14640 Rid631 345-9427 REV. DWELLING 3/31/2014 B14-15818 DATE: 11/9/2012 SCALE: 1" = 30' FAX (631) 345-9429 — 1 GENERAL NOTES GENERAL WALL BOARD NOTES Nailing Schedule for Lateral and Shear ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS Connection requirements CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN AND 518"CEMENT BOARD IN ALL WET AREAS. SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION TO STARTING ANY WORK. PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT 5/8"APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL ALL HEAT PRODUCING EQUIPMENT. DESCRIPTION NUMBER OF NAIL SPACING COMMON NAILS ALL CONSTRUCTION SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,ALL LOCAL BUILDING AND ZONING REQUIREMENTS,ALL FEDERAL BUILDING GENERAL STAIR NOTE REQUIREMENTS AND THE 2010 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERSEDE THE ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE ROOF FRAMING DRAWINGS AND SPECIFICATIONS AND SHALL BE INCORPORATED INTO THE DRAWINGS AND SPECIFICATIONS WHETHER OR NOT INDICATED. WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE, RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM. MAX.RISER-8" PERMIT.) MIN. TREAD 9"-W/O NOSE)MIN. NOSE-3/4" CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE'AND FUEL GAS CODE OF NEW YORK STATE AND ALL MAX.NOSE-11/4" CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.NOSE RADIUS-9/16" CONTRACTOR. GENERAL HANDRAIL AND GUARD NOTES CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP ALL CONSTRUCTION WITHIN THE 110 MPH AND 120 MPH THREE SECOND GUST WIND SPEED REGIONS(NASSAU AND SUFFOLK COUNTY)SHALL BE IN CONFORMITY WITH THEZ ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2001 WOOD FRAME CONSTRUCTION MANUAL EDITION FOR ONE AND TWO FAMILY DWELLINGS. GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP PRESCRIPTIVE AND ENGINEERED METHODS.THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED OR NOT. OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END o ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER RIM BOARD TO RAFTER(END ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. NAILED) 2-16D EACH END J ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING GENERAL GLAZING NOTES O RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTERIl I— OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS, MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 V 1— RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICALS,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND GENERAL EMERGENCY ESCAPE AND RESCUE NOTE WALL FRAMING J Z O DIMENSIONS UNLESS INDICATED OTHERWISE. TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS JJ ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS OF R310 OF THE 2010 RESIDENTIAL ODE OF NEW YORK STATE.CLEAR OPENING SHALL BE NO MORE THAN 44"ABOVE FINISHED FLOOR,5.7 SQ. FT. MIN.CLEAR OPENING,24" W J MIN.CLEAR OPENING HEIGHT AND 20"MIN.CLEAR OPENING WIDTH.GRADE FLOOR OPENINGS SHALL HAVE A MIN.CLEAR OPENING OF 5.0 SQ.FT. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE t ' ' AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. -J �' ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER INDICATED OTHERWISE. ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE HEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. o = 0 PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM TOP AND BDTTOM PLATE TO STUD 2-16D(max.wall ht;10') EACH STUD THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR GENERAL LIGHT,VENTILATION AND HEATING NOTES W ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht;10'to 20') EACH STUD V, PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. J THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE FIREPLACES AND CHIMNEY NOTES BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-1 SD NOTE 1 PER FOOT ARCHITECT AND USER OF THESE DOCUMENTS. DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET " W ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE BOOK OF NEW YORK STATE. OF END JOISTS,FACE NAILED IN LAPPED AREA 8-16D IJ.. AND THE REQUIREMENTS OF THIE RES CHECK REPORT OF THESE DRAWINGS. CHIMNEY AND VENTS NOTES O I— D THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE CONTINUOUS HEADER TO STUD(TOE NAILED) 4_8p LL n/ 0 SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE BOOK OF NEW YORK STATE. RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16" o.c. along each edge O.. ._J _I ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. BUILT UP CORNER STUDS 16d 24"ON CENTER GENERAL EXCAVATION AND BACKFILLING NOTES: iWALL SHEATHING ATTACHMENT REQUIREMENTS BUILT UP GIRDERS AND BEAMS, EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH ROOF SHEATHING ATTACHMENT REQUIREMENTS 2-INCH LUMBER LAYERS 16d ** TABLE A STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN BASED ON -3.11 OF THE 2001 EDITION 1 ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION Maximum Nails spacing for 8d common nails **NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE P g AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH Q. CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE Maximum Nail spacing for 8d Deformed or 8d common nails END AND AT EACH SPLICE coRESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE co 2 ARCHITECT, 3 - second gust wind speed @ 120(MPH) J O NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE 3 - secondgust Wind Speed120 (MPH) WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL p @ STRUCTURAL SHEATHING Stud At panel At intermediate FLOOR FRAMING < N CONCRETE WORK. (SEE NOTE A) Spacing edges edges in field ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE, SHEATHING LOCATION Spacing At panel At intermediate " JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST 11.1 INTERIOR ZONE 16 o.c. 6 12 LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. (SEE NOTE A) edges edges in field BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END 7 U) Z REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER INTERIOR ZONE 12" o.c. 6" 6" 4-FOOT EDGE ZONE 16"o.c. 6" 6" BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END D ALL LOCAL BUILDING REQUIREMENTS. 16"O.C. 6" 6" _0 0 SHEAR WALLS 16"o.c. 3" 6" BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK GENERAL CONCRETE NOTES: U) 1-- 0 PERIMETER EDGE ZONE 12"o.c. 6" 6" LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST 0 ALL CONCRETE FOOTINGS, PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAY TEST. EXCEPT EXPOSED SLABS 16"O.C. 6" 6" NOTE A: LU Z GARAGE SLABS AND CONCRETE STEPS/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST 1 W BE PERMITTED TO BE ADDED TO THE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE wall sheathing within 4-feet of the corners,the 4 foot perimeter CONCRETE VOLUME. Fasteners for asphalt shingles shall be galvanized or stainless steel, edge zone attachment requirements shall be used. BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST r� O �Z ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. aluminum or copper roofing nails, minimum 12 gage shank with a BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT v, z ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. minimum 3/8" inch diameter head. the fasteners shall penetrate for exterior panel siding, galvanized 10d box nails may be substituted W O ALL FOOTINGS SAHLL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQAURE FOOT. for the common nails J ._ Z ALL FOOTINGS SHALL BE A MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL TO 2 HORZONTAL through the roof sheathting and comply with ASTM F 1667 NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL 0 O Where the building official determiners that In-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. Q 5 0 shall be determined by a soils Investigation. All asphalt shingles shall have self-seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 24. Windows in buildings located in Wood-Borne debris regions (areas within- W W E- LUhurricane prone regions within 1 mile of the coastal high water NUMBER OF NAIL SPACING GENERAL GARAGE NOTES: line were the basic wind speed is 110 milesper hour orgreater DESCRIPTION rr�� P COMMON NAILS I Z .J v) For normal applications, asphalt shingles shall be secured to roof or 120 miles per hour as per figure R301.2(4)of the New York State ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND 0 W a. 1 OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF with not less than six fasteners per strip. Residential Building Code shall meet the requirements of the large rIn1 THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. Missle test ASTM E 1996 and the ASTM E 1886 DECK CONSTRUCTION � V D M referenced therein. SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. 3-10D THREADED NAILS OR NOTE A: For roof and wall sheathing within 4-feet of the perimeter (values are nominal design 3-second gust wind speed in miles per hour) DECK RIM JOIST TO END JOIST (3)#10 x 3"WOOD SCREWS EACH JOIST GENERAL SMOKE AND CARBON MONOXIDE ALARM: edge of the roof, include on each side of the roof peak, 10d THREADED NAILS @ 6"o.c. g A. EXCEPTION: WOOD DECKING TO TOP OF RIM JOIST #10 WOOD SCREWS (d 6"o c EACH JOIST PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL the 4-foot perimeter edge zone attachment requirements Wood Structural panels with a minimum of thickness of 7/16 inch POST TO BEAM 2-1/2"OR 5/8"DIA THRU-BOLTSNUASHERS AT EACH POST EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. shall be used. and a maximum span of 8 feet shall be permitted for opening PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. protection. Panels shall be precut to cover the glazed openings with attachment hardware provided in the table below. W GENERAL FRAMING NOTES: Label all panels and store in a clean dry area of the house. ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD .1t I--- FLOOR "FLOOR SHEATHING ATTACHMENT REQUIREMENTS Attachments shall be provided in accordance with the table SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. o z ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS,JOIST,RAFTERS,HEADERS,BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE DOUGLAS FIR#2 as follows: N (NORTH)WITH E= 1,600,000 PSI, FB=875 Shall be attached with a minimum of 8d common nails ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED Q ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. spaced at a minimum of 6-inches on center on B. Fastener Schedule for wood plywood panels OR STAINLESS STEEL. i LLi panel edges and 12-inches on center in panel field. 0 u) � ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS,ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN TABLE 1609.1.4 ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH CC > Q STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE W MANUFACTURE. Cd U) 304 OR 316. Fastener Panel Span Panel Span Panel Span ALL OS AND ROOFS SHALL BE INSTALLED PERPENDICULASHALL BE EXTERIOR R TO THE FRAMING.ALAPLADEYWOODFUSED FOR SUFIR UNLESS OBFLOORS SHTED.ALL ALLOBEODTONGUESHEATHIAND GROOVE. INNG AT ALL STALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER Type Less than or less than or less than or CEILING SHEATHING ATTACHMENT REQUIREMENTS ALL PLYWOOD JOINTS MINIMUM 32"WHERE POSSIBLE. equal to 4 feet equal to 6 feet equal to 8' —i 5d cooler nails spaced 7" on edge and 10" in field DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. 2-1/2"#6 Wood 16 inches 12 inches 9 inches U) Screw or 10d on center on center on center 2 PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. Nails �.. PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. I i i b, 2-1/2"#8 Wood 16 inches 16 inches 12 inches 1�UI �� Screws on center on center on center SUBJECT TO DAMAGE FROM PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR V `" 1/2" structural plywood = SIZE AND USE UNLESS NOTED OTHERWISE. Panel, Attached to GROUND WIND SIESMIC FROST ICE SHIELD This table is based on a maximum winds speed (3-second gust) SNOW SPEED DESIGN LINE UNDERLAYMENT FLOOD Cril REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE Frame in accordance P ( - g ) LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE of a 130 miles perREQUIRED HAZARD N AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. hour and a 33 foot mean roof height. rn with Table R301.2.1.2MODERATE (-- ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. —V' Residential code of 20 LBS 120 B SEVERE 3'-0" TO HEAVY YES NO / 1 = ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. Fasteners shall be installed at opposing ends of the wood co .,� U �- NYS structural panels. TABLE R301.2(1) Residential Code of NEW YORK STATE LV z FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO HBAYS OF FRAMING AND SHALL BESPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. Where screws are attached to masonry or stucco, they shall 1""' N `T- ALL ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. 1 be attached utilizing vibration resistant anchors having s DESIGN LOAD INFORMATION I Q a) 2 WINDOW UNIT minimum ultimate withdraw capacity of 490 pounds. A. Ground Snow Load: 20 psf �,�„I = mix co ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS ��`��A mak,. o0 tiosiiI B. Rooms other than sleeping: LL = 40psf, DL = 10psf a$„ ` � < CO �'o ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. ' <;.'� AR " N C. Sleeping Rooms: LL = 30psf, DL = 10psf A T.,.r". -...9,4>›, 0 W Z �a NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. pit D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf 147 a,. VG,��I�, CO ALL EXTERIOR LUMBER Shall be ACQ requiring the following: E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf 4' c w ,a a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D F. Decks & Exterior Balconies: LL = 60psf, DL = 10psf OR STAINLESS STEEL. b.) Use Copper flashing Only against ACQ Lumber Sill Plates ( Jt►1 c.) All Structural connectors 1,e,simpson strong-Tie or USP,etc G. Guardrails and Handrails: LL = 200psf `` - = shall be Hot-Dipped Galvanized or Stainless Steel. H. Guardrail balusters and panel fillers: LL = 50psf d.)ACQ Above Ground(.25), ACQ Ground Contact(.40) PLYWOOD STORM PANEL "SHUTTER" DETAIL I. Attic without Storage: LL = 10psf, DL = 10psf y'. • ` �-010 y0`�: J. Attic with storage: LL = 20psf, DL = 10psf '.OF Ne\14 -,, GENERAL FLASHING AND CAULKING NOTES: (IN LIEU OF IMPACT RESISTANT GLASS UNITS PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS NO SCALEK. Stairs; 40psf OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET VERTICAL SURFACES.ALL METAL_FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS Refer to NYS code R301.5 for all Live Load foot notes AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. I 1 . , 1-441ftimmit, 4m.1' lc. H2A Stud To Rafter / Connector See Details on Drawing G- L ., _1_ _' �/' SimSimpson A23 Angle WINDOW HDR (� �, P g �� V eeach side of Header a' w/4-16D nails each end CV Typical Metal , Simpson A23 Angle HIP TO RIDGE CONNECTOR Strapping at each side of window sill SIMPSON HRC22 Openings TOP OF PLATE - - - - - Z Simpson A23 Angle F each side of window sill 0 Minimum number of Jack F, S-lOd x 1-1/2" nails to rafter WALL TO WALL STRAPPING& O Studs asper WFCM table 3.22F. S-10d x 1-1/2" nails to plates %�� TOP PLATE STRAPPING TO RAFTER p SEE SEPARATE DETAILS THIS PAGE 0 S Full Height stud requirements for r 1 ril z headers and window sills as per ENDWALL - WFCM table 3.23.0 and 3.23.D _I Z 0 CORNER STUD 5/8"0 THREADED ROD @ HDU5; _1 J v, HOLDDOWN CONNECTED TO W Holdowns in accordance with )40k i TRANSFER SHEAR lit WFCM manual. Provide at all Building corners, Between window and 416 2-16d COMMON L1.I cK door openings greater than 6 feet. "�� / NAILS 6" o.c. Nailing as per schedule, WFCM and -T MN .. - A WOOD JOISTS is"OC0 shear wall detail on G-3 ,�► 41111PrI _ Q @ TOP OF SUBFLOOR rI II TOP OF PLATE - _ «1 �..I 8d NAILS I 8d NAILS @6" 0 " -� ' Corner Stud Holddown detail - 4 studs ^ I` B„� Sill Strapping See details on SIMPSON -HCP4- O.C.EDGES IN PLYWOOD �'I� I IN FIELD IN PLYWOOD L.J� .1 " Drawing G-2 r RIM JOIST HCP4 HIP CORNER SIMILAR @ 1ST AND 2ND FLOOR Et " • PLATE CONNECTOR NTS , 0 D 2"PLYWOOD SHEATHING EXTERIOR J .....I "--tFACE; i"GYPSUM BOARD INTERIOR TYP CONC.FND.WALE- juir_____I_ 2x4 STUDS ft16"o.c. SOLID BLOCKING TYPCIAL ELEVATION WALL TO HEADER STRAPPING TYPICAL CORNER @PLYWOOD JOINTS TRIPLE STUD CONSTRUCTION ALTERNATE SEE DETAIL ABOVE LOCATION OF HOLDOWN c C a y a o TYP.HOEDOWN 4 N ;7, •` c io N RIDGE STRAPPING ou TYP.ANCHOR BOLT CONNECCORNERTED TO b '� L +• UCiT 1 1/4"x 24", 20 GAGE STRAP, GALVANIZED lQ /TRANSFER SHEAR ! 1 O rn -F-3 C U N C WITH (5)8d COMMON NAILS IN EACH END. Z 00 I m 1-52--- o •C a) Y NOTE: RIDGE STRAPS ARE NOT REQUIRED _ XI WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 0 O O° IN(3)2x CORNER STUDS _c �' e C o Z SIMPSON HOEDOWN HDU8 TOP OF FOUNDATION T. Q- ARE LOCATED IN THE UPPER THIRD OF THE ATTIC `- SPACE AND ATTACHED WITH 4-8d COMMON NAILS - SEE FO N HDU 14- .c o co •- Z ~ SEE FOUNDATION PLAN t I s 112 o "- j N E C U C FOR MODEL NO. TYP FOUNDATION/SILL CONST. (D C CD 10 IN EACH END I 12" MAX a, '� u) = c o ® � c 2X STUDS @ 16"O.C. SIMPSON LTS 12 AT � E- I'" ® (,� �' h- � a� v � oa- Ly / " 2X6 MCA SILL TYPICAL WALL TO EACH CRIPPLE OVER ^ SHEAR WALL LENGTH - 4 ALL HEADERS � j2c)Oz GROUND CONTACT SEE DETAILS THIS PAGE 3• TYPICAL SHEAR WALL DETAIL (5)sd it z / PLAN - AT CORNER HOEDOWN BETWEEN HOEDOWNS o (5)8d = z = j w 3 SIMILAR @ 1ST AND 2ND FLOOR NO SCALE NO SCALE (5)8d ` O = Le) 0 � 4Mi m N Z 1- SIMPSON H2A HURRICANE g j o (5)8d `► I� o TYPICAL CORNER TIE CONNECTOR @ 16" O.C., ` CONSTRUCTION EACH ROOF RAFTER TO / �•�� II (5) 8d (5)8d '� V (3) 2X STUDS W/SIMPSON ---/\/ TOP PLATE AND STUD HDU5-SDS2.5 HOLDDOWN —� � � J (3) 2X STUDS W/SIMPSON f � 1-1/4 X 20 GA. GALV. STRAP WITH (5) 8d HDU8-SDS2.5 HOLDDOWN o �I GALV. COMMON NAILS IN EACH END NAILED AS PER MFG'S ° (3) 2x HDU5 NOTE: PROVIDE CONTINUOUS \/ (5) 8d STRAPS AT 16" O.C. (EACH STUD). NAILED AS PER MFG'S SPECIFICATIONS. @ Q LOAD PATH FROM ROOF ASSEMBLY 'N�/ TO FOUNDATION. ALL CONNECTORS N . SIMPSON LSTA 21 STRAPS (-2) SPECIFICATIONS. w WITH (10)8d COMMON NAILS. ° 1-1/4" X 20 GAUGE GALV. 'd SHALL BE BY SIMPSON STRONG TIE WALL TO WALL CONNECTION1-1/4 X 20 GAGE GALV. ? I<5T TRAP @ EA. 2X UD —'OR APPROVED EQUAL. STRAP EACH END OF ALL EXTERIOR ? V , TuD TRAP EA. 2X S ���— o to zHEADERS OVER 4'-0" LONG. G ° ° NO SCALE °° 8d GALV COMMON NAILS = d (5)8d 8d GALV COMMON NAILS ° N EA. END ° i`' U 1,1 @ EA. END6 °� — } a APPROVED --� (ill U ROOF TO WALL CONNECTION Z STRAPS FOR ACQ 1�� 5/8" THREADED ; ; `o (NO CEILING ATTACHED TO TOP PLATE; ROOF SPAN 20'-0" '� . )1 _ NO SCALE AND CONCRETE ° ROD 411 IF GREATER THAN 20'-0", USE (2)SIMPSON H2A CONNECTORS Ir O O @ EACH RAFTER). _ FLOOR FRAMINGCO �, 7/8" THREADED ROD L.1•1 Z o w -;i4 2X BLOCKING NOTE: Z Z = SIMPSON CNW ,_J. ALL SIMPSON CONNECTOR AND STEEL STRAPS o COUPLER NUT i „ I 0) SHALL BE G185 AS PER ASTM A 653, GALVANIZED v Z SINGLE OR DOUBLE ��~ �~ °, �C OR HOT HOT DIPPED GALVANIZED AS PER ASTM A123. �► O 1 7, I r- U 2X6 TREATED SILL i ��w� ALL STRAPS SHALL BE SIMPSON OR EQUAL. 111 PI 1 °o •.__�(3) 2X HDU5 � _ � (5) 8d AI 0 TYP. ACNHOR BOLT ; J °° @ W NOTE: 1I r 5/8"X12" AB @ 32" O.C. (3) 2X STUDS W/SIMPSON— Cl)Va. PROVIDE CONTINUOUS LOAD PATH FROM ROOF ASSEMBLY MIN. 7" EMBEDMENT WITH 2 z TO FOUNDATION. ALL CONNECTIONS SHALL HAVE SIMPSON ��� 3" HDU5-SDS2.5 HOLDDOWN ° W L._ L „ 01.'S „� X 3 SQAURE WASHERS. �'' '7 v STRONG TIE CONNECTORS OR APPROVED EQUAL. STEEL NAILED AS PER MFG'S cp Lo STRAPS SHALL CONFORM WITH ASTM A653 GRADE 33 HOLE 12 OFF CORNERS AND H <C > co EXCEPT WHEN IN CONTACT WITH CONCRETE, STAINLESS STEEL (5)8d HOLD 4” -12" OFF EACH END r-..-...J.) - SPECIFICATIONS. M STRAPS SHALL BE USED. .It OF SECH SILL PLATE SPLICE. �- `--"•� _ co ANCHOR BOLTS: � �W�..:_,;:: � W "O O ALL FRAMING AND SHEATHING NAILS SHALL BE HOT DIPPED REFER TO - UPLIFT STRAPPING CONNECTIONS ° oFM��� . E `, m U 'C3 C N GALVANIZED (U.O.N.). ASTM A153 FOUNDATION PLAN i` � 1-/4"X 20 GAGE AT ALL BEARING WALLS. <' ��cd1 • ir,4 ��/,). _ 'L3 STRAP WITH (5)8d NAILS �� �� �, ' �; `'%y�C� O M NOTA: NOTE:PROVIDE CDX PLYWOOD SHEATHING G 185 GALVANIZED AS SIMPSON SB7/8 X 24 �_ * 5� ;,\ �,� �' Cfl PER ASTM A653 OR EQUAL 7/8 ANCHOR BOLT , 4,5 .. MIN EMBED 18 ACROSS 2ND FLOOR BOX. INSTALL PLYWOOD ELEVATION ELEVATION 1 HORIZONTALLY WITH JOINT 12" BELOW 1ST FLOOR • WALL PLATES. EXTEND 4'-0" SHEET ACROSS BOX INSTALL AS PER (5, 4.. AND BOTTOM OF 2ND FLOOR WALL STUDS. (2)2X6 MCA SIMPSON SPECIFICATIONS '� �'`' '- `" PROVIDE TWO ROWS OF 8d GALVANIZED NAILS GROUND CONTACT FG plc-Nil' ACROSS TOP OF 1ST FLOOR WALL PLATE AND 074) 2ND FLOOR SILL AT 4"TO CONNECT WALL 4 WALL TO FOUNDATION CONNECTION SHEAR WALL HOLDDOWN 6SHEAR WALL HOLDDOWN BETWEEN FLOORS FRAMING ACROSS BOX BEAM. i G2 SCALE: NTS SCALE: NTS G2 SCALE: NTS , '` 1 CONTINUOUS HEADER EDGE TO EDGE fasten sheathing to header • . with 8d common or galvanized 20L .�end TYP. r' See Detail A & B 3" GRID PATTERN AS SHOWN • • •4,• • ' 1/2" WOOD STRUCTURAL 411%e'i'' -- MIN. 12" DEEP HDR •• • PANEL WITH 8d NAILS 3" O.C. �� ; • ' , (2 ROWS ON EACH SID OF � •' ;: fasten top plate to header with two H 461%i/ VERTICAL SEGMENT ON /'' ENDWALL —�•i rows of 16D sinker nails @ 3" o.c. TYP •i 3• • THE PORTAL FRAME i i TYP. Portal • 2 2 X STUDS • •':'\20 ga metal strap /'. frame const. ( ) with 14-8d nails For a panel splice •• ,� See plan for panel edges shall be •, ;; • Al! size OR use ;.� " framing size; blocked and occur • .—see floor plans within 24" of mid- solid post (SHEATHING- BLOCKING .. • FRONT SIDE) 20 GA STRAP TYPICAL MAX 16" min one story height. one row of :: IN EACH END W/ 7 8d NAILS AT 48" o.c. z HEIGHT •• •• 24" min. for use Typ. Sheathing to •• Iii 10' ;: .• in the first of framing nailing is •• •• a J •• •• two story :t.uctu1.es required. If 2x4 :: :: DETAIL A DETAIL B ••• •; •• Both blocking is used, •• •• 0 •• •. the 2x4's must be •• :: BACK SIDE I :; • :; 1/2" thick wood nailed together •• •• Ur C/) E-- •• ••• tructural panel with 3-16d sinkers .. .. Typ. Z ••'a sheathing ext. face ;•• • : Anchor 1s Min MIN. 1/2" WOOD :: 0 • both faces for 2-story Simpson HDU8 :; .. Bolt 24"MAX STRUCTURAL PANEL T"Jz • •.. . .. walls each side of WITH 8d NAILS AT 3" _i _____--- garage opening` DOUBLE 2 X 4'S O.C. 2 ROWS ON EACH W see details on G2 OR 4X POSTS �� SIDE OF VERTICAL LEG W �-- OF PORTAL FRAME floor and ceiling JOISTS a fX • or TJ I'S D EN DWALL R 0 0 / r,'� ! LL1 Q 0 ��r HOLDOWN O W END PORTAL CENTER PORTALr I11.1k WASHER I ,( )( i GARAGE OPENING WALL BRACING OUTSIDE ELEVATION DETAIL 0.... „-- , NTS 01 ` TREATED SILL PLATE O 0 • PLATE BLOCKING at 48" on center J SECTION A - A • ANCHOR BOLT .� Structural exterior �, FlashingsheathingL r 1 2- 16D NAILS @ 16" oc HOLDOWNS HOLDOWNS END WALL BLOCKING DETAIL o �, ♦ 3-CORNER STUDS------.. 1'�� - DETAIL C .0 E o Q CONNECTED TO WA Ai���,�- ����`, IN 0 i 0 lei, 2"x4" CONTINUOUS c c a) 750 c 2 0 6 LATERAL BRACE AT 6'o.c. o. 6,..c a S TRANSFER SHEAR n w o Trus Joist LOAD See fastener I I TYPICAL HOLD-DOWN PLAN / TRUSS OR CEILING JOIST ` •- c '- °' 3 table below. Maintain rim board DETAIL (c� GARAGE TYPICAL HOLD-DOWN PLAN r a� o � N.T.S. DETAIL BETWEEN GARAGE .4/4,. � GABLE END TRUSS 0 c .� m 2 distance (minimum) from ♦ DOOR CORNERS m c m c N.T.S. � ,c� = c E o ca edge of ledger to fastener. DOOR OPENINGS 2-10d NAILS N 0 E .Q c Treated 2x % 11111111 I (� I-- ` a-- ° ce o QledgerI� 4 0r10-8d NAILS r' I Load bearing ing or shear wall above (must stack over wall below) A. VITIOr Fastener Allowable Load 1 Factored Resistance (lbs) I Blockingpanel 5d COOLER NAILS AT 10" o.c. t, I rp a �/ I' POST TO HEADER CONNECTOR 2"x4" BLOCK NAILED TO EACH to-iii 1\H0.7x;1/4\H1.429x;" 1" a-Rim ^ 2x4 minimum SIMPSON BSC BRACE WITH 4-10d NAILS °`� rim board \ � squash blocks GYPSUM BOARD di° use LVL or Rim Joist • 3/8 lag bolt 400 / 630 N.A. / N.A. liki,,,,r 5d COOLER NAILS AT 7" o.c. 475 ♦ 9.40.5� 1/8 1/2" lagbolt 1750 325 / N.A. • 20 GAGE STRAP ` •I % - uIl 10-8d NAILS / Q Allowable load determined in accordance with AC 124. p' ua�� ABUEND WALL STUDS toCorrosion-resistant fasteners required for wet-service applications. Web stiffeners �Qi Ills\--- & Anchord o z required each side I� Bolt O EXTERIOR DECK ATTACHMENT SIDECOVER I Q a 2"MINIMUM 'N./. . 1.'4 CEILING BRACE @ END WALL u n NTS SQUASH BLOCKING AT NTS INTERMEDIATE BEARING ny. to WALL NTS DECK POST TO CONC. PIER CONNECTOR SIMPSON ABU Installed in accordance Plate nail - 16d (31/2") box with Simpson Specifications Z at 16" on-center* Toe nail - 10d (3") box at : 6" on-center* Trus Joist rim board or f blocking for lateral I I cn cSt 1" or 1-1/4" support `l' Blocking r" Trus Joist panel Cif) V- 4‘s rim board LVL member LLQ 1.— co l ' 10 p \so � Floor panel nail - Refer L Q > co C . M 10I to Nailing Schedule on III V _ ,_ I MI ao drawing 1 I 410 ` W vRemove tongue and groove from / o I'I U C N floor panel edges supported by 1" (r _ , e-Rim®to ensure quality nailing. END BEARING PANELS ,�( o CO BEARING END WALL WITH BLOCKING BEARING AT WALL NTS '',`4,°,b, Q WITH RIM BOARD , f;:. ;� . ! ,., , NTS NTS 1) --k ‘ 3 f O .Y } STANDARD TJI DETAILS „, ,,,,,,,.ct,,,,k.4.011,1 i 37 ®ria, '�oQ' ” , NYS Qicil / 11'-6" 56'-3" 6'-4" 11'-5" 6'-11" 6'-0" 25'-7" SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING R406.1 Concrete and masonry foundation dampproofing. A Except where required by Section R406.2 to be waterproofed, IIIIIIII. foundation walls that retain earth and enclose interior spaces and floors below grade shall be dampproofed from the top of \ \ \ \ • ® _ \--- • \ \ the footing to the finished grade. Masonry walls shall have not °O\ _ Maintain required separation All Mechanical Equipment and ® HOEDOWNS; less than 3/8 inch (9.5 mm) portland cement parging applied to distance from all heating producing Appliances having an ignition Simpson HDU8 Hold-downs with the exterior of the wall. The parging shall be dampproofed in C° • �' 10'-1" :j' equipment to combustable material source shall be elevated 7/8" anchors. accordance with the RCNYS d' b ' as per manufacturers specifications a minimum of 18 inches above Provide at all building corners . Concrete walls shall be dampproofed by applying any one of r_ and the N.Y.S. State Code. the floor. In accordance with Between each garage door opening. the above listed dampproofing materials or any one of the o waterproofing materials listed in Section R406.2 to the exterior \ N o L o GAS Direct Vent Furnace Part V, Mechanical. And at All openings greater than 9 >- Q, Install in compliance w/ Section M1307.3 6'-0" .See Foundation plan °' Z of the wall. �o TYPICAL cv RC G2427 venting of and Drawings 2-3 for HDU8 N equipment and Figure details on Hold-downs 0 `t' HOLDOWN `t ; o G2427.8 and strapping. J - so- ea--- \ \ Window Well R310.2 , -�® ®� ;- j 0 El ,\�, rl \ \Ns �, \ \ I Min. 9 sq ft. with Min Beam Pocket (typ) ico ngs 2-3` eaWindow Well R310.2 steel shims as req'd Z Window Well R310.2 is Allow for emergancy a = Min. 9 sq ft. with Min J Z Ladder and steps R310.2.1 escape and rescue. _ — � 0 16'-9'/i' 19'-7'/Z' 17'_7" Horiz. Dim of 3'-0" to 9 _j J p Provide permanent rn q o Window wells with a vertical o steps tograde (R310.2.1) w d' Z ��51A" , _ i Allow for emergancy °O W p x z - _ � �5/Z' o o escape and rescue. --I I'— depth greater than 44 inches shall \ 0 o ?LL .TJI 360 11 7/8 Floor Joists C� 16 oc. o CD _ -. Provide permanent > W rz be equiped with permanently affixed W „ 2.„0 o 54'-11" o o rn steps to grade (R310.2.1) ladder or steps usable with the window d' -z N 2 0w 0 O in the full open position. Rungs shall have o •-------; \ Q an inside width of at least 12 inches, shall ,__ _ __ ,� BASEMENT W W V project at least 3 inches from the wall and N >; z u, TYP. basement slab 4" \ TYPICAL INT. FOOTING/COL -° „ J shall be spaced not more than 18 inches N '�-;— ® °o o, 'PC on 6 mil vapor barrier z -5-14- --1.-----------30" x 30" x 12" Thick, poured v~ - 0 ti LU on-center vertically for the full height of �\ - \ 2-FLOOR JOISTS .h,; Q Q.a on minimum 4" of fully o> _ Concrete footing & 4" O.D. zo fD_ ,-- ct the window well. cod ®; — - — " — _ —" - „_ " — " — " — " —' ^ ►-o compacted clean °;o to Diameter steel column. m ('� El ..+• .TJ 1 360-11-7/8 Floor Joists (a� 16 0 ¢¢w Q Q co ti CA N Typ Deck � _i ; x °o o granular fill. TYPICAL DECK FOOTING _ ____- _ — _ — _ _ _ _ _2-FLOOR JOISTS _ — _ — _ Tr o�� ~Q C' r _ �^- CD Q - Proofing r ; .�i;- = ci, .iii sf 2‹ " "- �- " • I 0— —I J 12" round concrete poured _ o pier footings to virgin soil, iv 1-HOUR FIRE RATED b Z o 2 o (3) 1-3/4^x11-7/8'_LVL FLUSH ."i r WALL-5/8"TYPE , M m--o C`7 Cr)CM 4" Treated post anchor Q: - o, 'x'GYP WALL BD o o°z },- Y C� x ON EACH SIDE.& `- TJI 360-11-7/8"-Floor Joists (c 16" oc °Z° ^ -See details on drawings I 0 Bo - 5/8"F.R.GYP BD - m=Q 16" 1 thru 3 for strpping and D ay o M TJI 360-11-7/8"-Floor Joists oc ON BOTTOM OF "_ _u'_; �. uplift connection D CD 2x6 deck joist @ 16" oc I. `�j 17'-O" FLR JSTS. 3/4 HOUR FIRE RATED p 2-2x6 treated girder II T'c� f DOOR ASSEMBLY W/ ® --;—\ 1111111.1.o. a, -a o I �— a , Beam Pocket t M SELF CLOSING HINGE, „ „ y _ , _ — _ _ — _ 2-FLOOR JOISTS - _ - — - _ c o c e `C (YP) \ (2) 1-314 x11-7/8 LVL PLUSHa� �_- •L c>3 a� �t ; steel shims as req'd STEEL INSULATED& i _.,,__1 _ o o Q pp W.S. , , M O -p ,, .. U \ 4; - \ �p ,� n n n u " i\ -- - , Handrail e— ° TA U O .) O C ---�--a--+--�---- +- 7—I n , p q n n n n n i 1 1 C O ._ ` O. O ._ { -0 •-- -•--I i . II „ „ eI perRR314 x O �, V1 N 'I C� n II a II i 1� n i U� , 34"38" :: - V O Q CO N' p u n u n „ �' , , Above Nosing; \ _t= O Q O V .0 i U P o p n u n ,, I o ,. c -`‘')\ \AI , , , , -� •----p--a n n n u n ,' Y , ," I , N i r-.' In QC O 0)Wood Stair to Basement ' ' ' ' ' M ° Ch p 'r " " " „ „ I �' 1 1 ' ' t 4— O--+ 1 p 5 n n : :: e : , .Ilk.., - - +_. O --• fn O (d C 3B In accordance with NYS Code ' - — - — - -'�- - - - • - t - — — - — .,, 00i \ } 2 1-3'/4"x11-7/8" IL FLU H - —} - - LB 2 m c'` c N ,• Provide handrail and guard rail ( ) 1 co c 15 .-- --- „ co rn = rn — .Q c N to Code. 4" concrete Landingood platform above o T.--�-�- ;..x) .c ° 2x4 Frame Around the J at Basement level. All wood in contact 2x6 DJ @ 16" oc c� Staircase From Floor > -I i ) 1-;3/4x11-7/8" LVL FLUSH ----- ~ ` "'c `� ° with concrete shall be pressure treated. 3/4" plywd subflrN to underside of Joists. _ CO , , \ \ \ Treated shoe and gyp.bd __ op _ , , _ I , „ ' ' -- Walls.Minimum.R-13 --------- i-,-_-. i " ----- -' , 3'"a `"- ' : in ell walls and'1R--f9 on "� ' 1� i underside of staircase. - , ' ' ' 24'-2" Attach railings per code. _ 32'-3" , ; ; All 11 rn ~ N 4" slab ..TJI 360-i 1-7/8"- Co EN ENTJI 360-11-7/8"- o _ N , Floor Joists @.. 16' oc, ledge , q -Floor Joists @ 16' oc '-i °D----ii -, `n Ute_ _ _ \ _ ?1 U — o `t N drop top of concrete N \ o as required for garage 'BP - ' Lo , x N i 67'-9" / 11'-6" 6'-4" 11'-5" 38'-6" / / / 2'-5" 3'-31/2' 31-31/2' 2'-5" 6'-11" 6'-0" 25'-7" / / / / / / / / Pre-Fab/ Factory Built Fireplaces In accordance with NYS code chapter A Mr 10, factory-built fireplace inserts shall be UL listed and labeled and shall be 2452 2452 2452 installed in accordance with the '—' '— conditions of the listing. Factory-Built o 2-2x8 10'-8" �\ ,�.- fireplaces shall be tested in accordance Co - 3'/z" 5'/" with UL 127. Hearths shall be installed in accordance with the listing of the N Fireplace & in accordance with NYS code o o section RI003.9 Hearths & Hearth extension. a, 11N N q �'- All Fireplace shall be equipped with an Co N 1 N N °' z exterior air supply. Exterior air ducts BREAKFAST shall be UL listed. Factory Built Chimneys N NOOK 0F shall be in accordance with NYS code chapter POST POST N o p N 3046 ( LVL LVL , 3452 1 o I c 3452 3046 3046 J 18 (chimneys & vents). ���� I ,.r, / N a • - - - - - - - - - - - - - Y V ��- ice- \ N O (3)1-3/4"x 9-1/2"LVL FLUSH \ i pI I 2-2x10 '-2x10 2-2x10 2-2x 0 1: / - I3'-10" - N /s 11'-1'/Z' 7-21/2' 5'-5" 7'-2" 3'-6" 10'-11'/2' 3'-6" JZO/ _ \ 001 19'-91/" z 3'/z" _! (f� STAIR HANDRAIL NOTE: oUL listed GAS [JJ --� ., 01 Pre-Fab Fireplace, _ _ > J N - • „ N ,I glass doors and O j" UJ, ' Provide Handrail on at least one side TJI 230-9.5"-Floor Joists (a� 16" oc III Hearth extension L ii of each continuous run of treads or flight y1 ,1 as per exxteror. with FOUR OR MORE RISERS. II 1T-111/2" Handrail Height measured above 31/21 ° (A _ / 51/" / I".IJ <( Wood deck with -ri tL 30'-11" 0 36" high wood rail „ KITCHEN _ Z 3/Z 0 stair tread nosing, shall not be less than g 4'-0" 9'-0" CI ° -�1 I `�' —� 34 inches and not more than 38inches. and steps to grade _ ' • g14° L`I II �, --� All Handrails shall be continuous the full (closed risers) Height - O co 2046 • I �I 11 cam`' POST BEDROOM #1W length of the stair from a point directly - 1 _ above the topriser of a flight to apoint ,„ „�- �� �I ,1 FROM LVL 9'-0" Clg o D g "'!_ ABOVE Height N o \ ,• O �-- directly above the lowest riser of the flight. p ,xii, �, "' F- 9 Handrails adjacent to a wall shall have a I I r'gjLj-- cil 'I T - 0_ J J space of not be less than 1-1/2 inches i u, r' between the wall and the handrail. 1,:, 13'-8" ,I I FAMILY - '�!_ \ see NYS code for exceptions. Refer to Oil . UTILITY I2X4 INSUL ROOM - _ I 2-6' TJI 230-9.5"-Floor Joists 16" OC I WALL UNDER C„)NYS Code for grip size specifications. N - ■ ISTAIR c� `� _ _ .�D SPLAY CLG I ' rCV0 _ D \ CU • 5/S"FIRE RATED GYPAT STAIR w \ " '_ " E�, • 0 BD UNDERSIDE OF STAIR POSt I I O - 3 O 7 7/z �, , E'"#►" - • : LANDING w/R-19 BATT LVL , r _N co O � 2'-4" i 31�" 3w, c O c u) C `C cV M INSUL. — �(2)1-3/4"x9-112"LV - —\.J c� Handr 'o 11-0" o 0 = 0 `� 0. GUARD RAIL NOTE: '. !%, 3,_0„ — �• - --•—• S �;; ;; ;; ;; �; ; �; = ;��d/ IX 1 _ `�—S o N �; fan • " II a " II , , , , xi c U O tCf p- Porches, balconies or raised floor 3/ Hour fire rated 11 11 ,1 • 1, I �.. w o '� `� c c n = " n u n N Cr sc surfaces located more than 30 inches door assemblywith UP So, _t1 11 11 11 II , �� ' UP PROVIDE TEMPERED _ -o u, a e) 0 ' -c ,_ 3 ,IQ11 11 11 LI c G X11 " •[]11 11 11 ' M (NI c SAFETY GLASS Cr)CAl N s- bo o above the floor or grade below shall 11 11 " 11 1, self-closure, w/s and �, ill 1111 -„ - Nan�r�il _ o o AT SHOWER DOOR 4 1, o Etr) o C,3have a railing not less than 36 inches _ (2)1-3/4 x11-1/ V �, �, . x �, o o v -F-,CO Z �' B insulated. �� — o CV j. WALK-IN FREE x \ "- ,� *_, ,_ O s N CLOSET o • 5'SHOWER STANDING N �") B CV , ` O c ` cu) + in height. Railings shall have Top rails and o ,� „ J ,4a.naeama! J POS POST > > .o BUTLERS LVL � • TUB a oo @ c N "p y. c :►-. Wood Platform and LVL '7 / - ►� co . v, = v, - .Q c Balusters and Bottom rails that are I; ,I PANTRY '_ " NO MORE THAN 4 INCHES APART. steps and Wood - - 1 11 6 5 -3 „� r� c c E o ca Stair to basement. .TJI 230-9.5"-Floor Joists O.16"oc x ==•_=.__' x EXCEPT the traingular openings formed ,TJI 230 9.5"-Floor Joists na 16"oc -1 \ 51/Z" 2- x10 31/Z" "' F-- ` "• v o a- TJ 1560-16"-Flr Its 0 16"oc 3 I:...••."I 3'-51/2' by the riser, tread and bottom rail of the - i Cs11 V TJI 560-16 -Flr Jsts Ca 16 oc, @ 9"7 I N N N Guard rail at the open side of a stairway li3j 33t4'x 6 tVt — - - — - - — - _ - — - — - — _ r, 3046 _ - - _ Z -....z.--_:. - - POST ( DINING o FOYER .. r t TEMP are premitted to be of such a size that a - o o I I O GLASS Cr) LINE OF/ TJI 5.0- 6"-Floor Joists an, 12" oc LVL -) ROOM - r- 2-Story Clg o I 0 o 6 inch sphere cannot pass through. WALL i '- : X Height o I I < p ABOVE_ _ _ _ _ _ _ _ FLOOR JOIST _ _ 0 9'-0" Clg -„� cNv o , I I cv co Open sides of stairs with a total rise of 51/ZI, - —t -- 1 ,TJI 230-9.5"-Floor Joists na.16"oc• _'; Height (/) N I CV , more than 30 inches above the floor or 24'-7' 1 tr? 13'-01/2' 8'-0" 3 I 11'-0" Ge) i 4 y grade below shall have guards not less o h--LINE OF 51/2H 0 2-2x 2 co ( t I 31/" , than 34 inches in height measured o WALL co c'' .S 0 _N I / 31-71/4" / (2) l-3/4"x 16" LVL I ABOVE I \ I vertically from the nosing of the treads. _ — _ — _ - - - - - _ - _ _ _ — _ — _ POST HLVL \ o Elipse transom LIVING '3? 0? > ki(2) 1-3/4"x 9-1/2" LVL Cr) I ROOM I °' "• M Vaulted GARAGE N1 W W k 1 -st DROP PLATE HEIGHT AT ALL EXTERIOR Provide 5/8" Fire Rated Gypsum 2452-3052-2452 _ SOFFIT D _ Ceiling i o HEADER SCHEDULE yp GARAGE WALLS INCLUDING WALL _ wallboard on walls and ceiling of o N I 0) I I I-- NOMINAL LUMBER SIZE: SPANS: ADJACENT TO DINING ROOM. oo garage as per code sections Co N ' w I I C° o O (2)2X8 UP TO 6'-0" SEE SECTIONS FOR PLATES HIEGHTS. co R702.1 and 805.1. Were garage 7... I I cxv o \ N Z M abuts dwelling-use 5/8" fire rated I I CV M 'Iv Qwallboard on garage side and I 0(2)2X10 6'-Q"TO 8'-0" 9 � , �1/"fire rated wallboard on I 2-2x10 I M U w(z)2x12 8'l�"T010'o^ � opposite side in accordance M M > Qwith code section R702.3. " r -- �— Q Lu POSTS SHALL BE 4X4(NOMINAL) „ Insulate walls common with „ 3052-2 N N co * NOTE: ALL SIZES CALLED OUT ON ANY OF heated areas. 811 archtop transom THE FOLLOWING DRAWINGS WILL _ SUPERCEDE THIS SCHEDULE. permacast U1 columns Concrete Stoop with 4 * NOTE: USE (3)2x HEADERS AT ALL 2x6 bluestone finish EXTERIOR WALLS r.,TJI 560-16" Floor Joists (� 16" oc concrete Steps to Grade bluestone treads. -' •- CV NOTE: - 0o Risers and Sides to beN M•+-( FLOOR JOIST - same stone as Front in CA co 24'-7, of House fV • 51/2' LO 2-2x10 r�i..�•,7 w 0 ,� b 0 3052 2-2x10 f a .? MUa 1 3052-2 N N N ® �/ N :� archtop ransom A 4.:WINDOWS, FWH, FWG DOORS AS FOLLOWS; II II 1IIi. � fi , �' �° Plans indicate ANDERSEN series 400 DH / 4-9 / 4-9 / 8-0 8-0 / ,- ` + t�t,��`�► GI model numbers and shall be installed as per ,�' , " , " ' II ' II , It , I,manufacturer s speicifcations for 120 MPH Zone. / 9-6 / 16-0 / 13-4 � 8-0 / 11 -7 / 9-4 / ,� ��� * � 112"A* Provide HP LOW-E4 glass. 67'-911 c' Use the Plywood panels as detailed on ,� / � . u ¢� Drawing -1, OR use the 9'-1" PLATE HEIGHT AREA SCHEDULE \, nrso� tyo High Impact resistant glass in all windows S Smoke Detector �; OF�5. 5 and exterior doors with glass. co Carbon Monoxide Detector 1ST FLOOR PLAN NAME AREA Refer to DWG-1 General Notes SCALE: 1/4" = 1'-0" 1st Floor Area 2130 sq ft. Garage Area 883 sq ft. I , 11'-6" z17'-11" 1 A A IF , \ \ rr -1' \ \ I 1 I I 1 I 1 I I I II I 4 TYP.HUDS I I O CA FLOOR TO I I I ' FLOOR I I I I HOLDOWNS I I Z I1 1 1 Z i I 3046-2 1 1 . U u / /• 0 • I ,E13,.„,,,, 0� I '-U%2' / 11'-0" /' z/ I 19'-71/2' // 17'-11'/2' / z/ 0 (n I- I,. ' 31/2" ":*1- N 31/2, 51/"l /. 31/2„ Z D 2 \ fan ,--c\i 1:u 1 I J Z 0 i.:.;- "..T /'o ¢ I / II Ll.l J lfI 2-4" 1 // ;N fan \ / I I I > W W oc \ a /' II 0 D 0 \/ M D I o Cr) N BEDROOM #2 ,/ I I Q Q T 4'-0" s / II w < 0 \ H \M I \-, = = L--- O / I I ., J \ • ATTIC I I Q ti I 17'-61/2' 2'-4" 6'�1" 4'- i" / d. L 31/2' ---- -----4/21-8'21-- — — — — - < 11 Q I— BEDROOM #3 `N '-el? �„) .-�36" HIGH \ r r — — -N \ \ / RAILING / \ II 1, II II —I C J L J \ II I I 111I* N a�°i .. N I \ o _N6,� I\ — - HALL �r / =� _ _ _ — I y I I M E _F,,,___ /' � . , � I — — J ai c c� m M7 co 0 \ ' 00/V61 ! / I I \ r \ I 1 -Q 2 -a �-• ' rn / _ !, I I a n .- c a) ca c / O — — -{ II II cca0ioc� n = 'u� / C) . �N CO . I I \ II \ V 'O•� C per I 2-4" c \ I \ I I Aigii. .c 6 a15 — to. o .c B /, 1 " _- --N- i I 2'-$" ! ` \'r� —\--/— r, — — — i—i ,- — — - I I I 1 ( �-+ �i N 0 �''O 4. I i n ' CO Bo .0 4- '�- V O M� co ,A� 11 -10/2 3=U" 81 4" zz ,- .\,\\\ 14'-2" ‘ri 8'-0" ii I I \ I I �� 1;1 II I ' 31/" n ���r_�� 31/2" - 1 �� I I 1 1 3W 1- O c = 'N O • , TYP.HUDS 2 i 4'-0" 2 / g '3 2 I I I I \ \ I c a� =v .� c v� +-, FLOOR I p / 0 \ \ I Nccn •– .Qc FLOOR TO _ L— f f.:7' f� N J L _ _ J _ C - J L J L � .� '�� .0 U 00 'L O HOLDOWNS / WN "' _ - \ ' } p - S X \ \ I � o \ I I I J' _c / \ / \ \ - I 1 \ 1 I - COFFERED CEILING Q I I 1r 'I M - - - � r - - r - - - / i;V / \ Open to i I to I M 2'_6�� CLL ET / \ \ below I \ I II _ / co / \ \ i1 ii \. II N ii O /, � \ / \\ T \ -\ II 1 ,� I \` __ / BEDROOM #4 _ N I I II co - VAULT CLG 10'-0" I _ 0 l I 4'-0„ I 'C\1 M I M I I 1 I \—}- —� IfR III ii Iti-—c —I \ I I \ I `- L --1 _L J II I Q CO N I I 2452-3052-2452 I I I 0 1 I N I I archtop transom I 11 H I0 1 1 I I I1 N z I 1 I I II I1 o Q L N 1 1 I I L -IJ = W W �� I - I MI 5 a II I I 2 rx cn N Unfinished Attic I 1 in N I Storage Only 1 FLOOR TO FLOOR HOLDOWNS; I - i Simpson HDU5 Hold-downs with o Z I I 5/8" anchors. 7' I.* I I I Provide at all building corners . N I I I I Provide at all openings greater than ii I I I 6'-0". See Drawing-2 For Details 0...i N I1 _ I J I 11 I CA O 1 1 ^ Clr N I r I r 1 1 I r., 1 1 I r l O IL I ~ N c�i \ \ w 41 eri, o AOP4xN 4 r 4c,D Ait--...,N, g < FA 2 4 0 15'-51/2' 9'-7" 13'-91/2' 8'-31/2' f �' z20-71/2' + l I / *-•-;,,,;„.21::mE`ti (- 0 ---i\,-Smoke Detector 2ND FLOOR PLAN AREA SCHEDULE NOTE; REFER TO DWG 7 FOR ROOF / CEILING FRAMING PLAN Carbon Monoxide Detector NAME AREA co Refer to DWG-1 General Notes SCALE: 1/4" = 1'-0" 2nd Floor Area 956.9 sq ft. I I- I- � I 1 I I .2x8 Rafters a 16"oc1 2x6 Ceiling Joist @ 16"oc 2x4 Collar tie @ 16" oc 1 I II I I >O I ISIMPSP ATEOCONNECTOR TYP.N-HCP4-HIP CORNER 1 1 EC I 1 IIj1 Z X 11 N I I ,I — , / - / / �( 2-2x8 /I • I I O ✓ I / II Z D _ 4 /ti4I • I J z O 1410 = N I ,0 r, I / BEDROOM ##2 IIll \Q ,/ I I W J lied Rafters 6 16"oc `\ /, �� I a a '415.4' 62 �O '/ � 1 . 2x10 Rafters m 16 oc I O x 9; / �'1 � /' CI I I 0 BOJ 2x10 Gerllno ,�olst • 16"oc ) N HIP TO RIDGE r ,2x4 Collar tr 0 16" oc CONNECTOR ♦ SIMPSON HRC22 / 0 I W J U i '` TYPICAL /• Z C/,� I I I (3) 1-3/4" x 16" LVL FLUSH WITH CEILING POST ATTIC 1 0 ti J I , i - - - — - - - - - -® LVL • o II 'CK I - _ X L i 2-2x8 °' an, N"'"' \. BEDROOM #3 I / LVA T 2x12 Ridge • 2x10 Rafters Cad 16"oc N I 1 0 ��7 _ it / log ,�- - - - - - -- - - --< I W I— N ' U o `o,, x HALL Nri• • -1 1 ,/ s�, — - 2-2x10 _ ���, — r ; O Q \C'-f- S) \ N I (1/4441/4- / FLUSH I I _._I _! . 7� @ 'V _ --, J 1 0 • �, BRG VIVALL I I m 1 -C 1 - I .• v �'�/A m I I ,� — 3 iv a i • ll \ I I H \ BEL• ow a 1 1 a \ / ; a. Q cn_ as I o -}1 I I I I 1 • o o u , ..>< 1 co N N `y,/ � 1 H m coX \ A \ , 2x12 Ridge _ / _� _ _ = J �� J I C'� ~ c co II E N 2x10 Rafters _ e �_ — 2x12 Ridge ` T� ■---- ' ` - 1 I 1 •• +7 o N ' 16"oc- I / 'S'j ;`'+,� 12 I — — — J , 'S'j� z I a� m / - a) c) N I .a 2 -° t _ A 2x10 Falters©16"oc �'f\O 1 v O ' ' U U , - o X ►x12 Ridge — I I I c c o to �' - e O z 40 N I S x10 Raters(m 16"oc� - � - - - - - --�, 1 1 \ N 1 I \ co I c U 'p•- c c N Y <1♦ /, N �, - I ,/ 0 I I !ice' , - --�" POST H \ I I \. I I U ` N C.� rn 3 0 7('� • �--� BRG WALL I a� •-- c ...- (ii-/ m off/ / \ �,\LVLPOST POST • (2) 1-3/4"x 9-1/2" LVL LVL 1 1 BELOW \, \, I I c o c' " , ai ` 0 ,�L ,2x10 Ra er: @ 16"oc , Q �..,; / I-\ \ I I I \ \ H ca c �; 'C .to Q c I— —o fi 'k 7r' BEDROOM #4 �. C� - J L J L _ c E o ca B" o co -a � � /♦ X 'S/,p\ \ \'Fj• � -1),, !- a- ca o o- ' / o A o ` ` 2-ROOF RAFTERS - - • �, ' I 1 • 2-2Q ,�C i i. —� o \ �A • @ / / \ 2x10 Rafters @ 16" oc I� ,,,/ - 28'Ceilin Joist�a 11,gc ` 1-1 Q / set at 0'-0"AFF \ \ o I I •, ��\\/ �/v c • ,2x4 Coll it tie(a,16"oc • ? ` _ 1 I I I �-�/ °x° _ X �Q/ ,(�+ ix 0 2x8 Rafters I I I I 1 N N �O a , ,�O N K `\ , (a 16"Oce I I I / WALK-IN ;Li:/ �' I \� N • I / �. 2x10 2x10 \ I � I I i CLOSET ,/_Rafters 0 16"oc� N ' ,Rafters as 16"oc, I 1 1 I II c • N , - nii II I22x8 — 11_L 11II H 1 I II0 II 1 1 0 1I 11 11 I I I1 N z - 1 II 11 !!!.II cn 0 11 1 1 I �2x8 Rafters � 16"oc I 1 1 L I J 1 i I _ 2X6 CIg Jsts @ 16" oc I I L T I J I II 1 1 I ,Q W 0 I I I I' 1 1 2 lY u)1 1 I II a Unfinished Attic I 1 1 Storage Only I I 1 1 I t o 11 C4 1 11.1 I I X 1 , 1 1 I - II " 1 1 U 11 I I I 1 I IIS* 1 I L - J J' 1 1 : 1 1 csn ,2x8 Rafters @ 16"oc I ,2x8 Rafters @ 16"oc I 1 1 2x6 CeilingJoist 16"oc 2x6 CeilingJoist 16"oc I 1 1 ' @ " 2x4 Collar tie @ 16" oc ; 1 ROOF / CEILING FRAMINGPLAN H a r- 2x4 Collar tie @ 16 oc tn SCALE: 1/4" = 1-0" r7�1 a 1 1 I �""'1 V + ..Uy' I , I I I POST ALL HEADERS, LVLS, ETC IN WALLS CONTINUOUS TO H '`� co I L J BASEMENT GIRDERS = •> M REFER TO DWG 2 & 3 FOR HURRICANE STRAPPING AND g4 SIMPSON WOOD CONNECTORS Z -- CI �c)A '''' )' 0 , ,'.9Q ''') .. CD ,„ v if, g J� tri ��� ,. 2� �j1 t, ;I * 1 7 ,tit ; F` ' ::,.,�� ` / `.. �arsno Q. . NE y � 1 • 12 12 N 10 10 _ _ Him mu III NI wm.ummisme_ . _ r7.-.,,,.:Etasima_ t:iffl. - -TOP OF PLATE. _ 12 r_- •=1. imoni- -- -- - -t En 5 sc --- -----7-_i N-, , - \ 10 7 --=_ mis...... 7._ ECIf WRIMMIllabl_---. = - Z - - - -- all - 11121 .. MIMI - - ''''' - 1 WOOD FRAME CHIMNEY _......r.. ,.....wasc=4.... ,,_, - Bo o _ . -_--_ ,, _ • 1•11 WITH STONE VENEER. -- a.,.. .-__ WI--_---gi. i 0 (MATCH STONE WITH FRONT ______/ N. ELEVATION) 7-1---4-1--1.i _...... ___ e --...s.s"-----.... ......_.............Th::7 - TOP 0 SUBFLOOR 0 u) F-- sintdr __!;: -IN "Of F PLATE Z D ....0 _ _ _ _ -_ , N -_, z 0 _ _ ..„........, _ _ _JI ......I Cl) / _ ..„,..-=-- ,___ .... _ mo......... . . \ ../ \ / \--/ \ / \ / -, _ ... —I I-- - - L-F_ 1.1-1___-- =,_ - _rid - . - _ — - - _ - - I _ r _ _ _ ''''-- . .= — - - — q) a Et D _ _ _ - - Z:7) 1911 -:-M ____ _ _ .... - __ — - _ . a 0 _ _ . ..1 . - --F...-iim--_-- ----- MI UJ ) [ ____./ --N. / \ 1 ....J - -- _ _- _- CO / . \ / . , / -\. _ .,i _ -.- __ ild / \ — -- - - .., ...J _ _ _ ___ _ _ _ _ : _ _ __./ .__„/ \,_/ ,_-__---__ , — - - — 0 r . W TOP 0 SUBFLOOR -__12Eppea -' IT -- - _ - -J - - Cl. T-- CNZ _ _ erj - TOP OF FOUNDATION • _ _sic. _ _ 0 III rt 0 < Q- --I --I , 1I I j H I I I I I I I I 1 1 I LI I i REAR ELEVATION I I Li I 1 1 1 1 1 1 I i1r) a) E SCALE: 1 /4" = 1 ' 0" - 1 I I I I I I 0 0 z 0 a [I D i ._J 1 I - - -N- - - 0 CD "c7) ••-• rn cr•.ra 1 I J cZ A, L- o • (I) -se 7.. 7 .0 •&- cl. a) 0 -•c -c T.5 .22 0 " ,-c 0 Ci) cN3 4.1- :.::... 4._ *-. _,._,•- , •..7 0 Ridge Vent \ ... (1) „, - ,_ •,,_ in ._ Ridge Vent / 12 dal 12 _ _ io 7.. ....._.7....7.‘ I'1111...1.N1IIIII,1II 0 11111111111111 .rn'zm".o-.1--1i2r,5 Zly.'.g/Mwam1i-1e"lI.iiAm-WPiiLmMrilMlrirm4.-.pd-...1-B1I-1.1111.-Ii.0mI-LP.e-lIl1111a1W01PaaMl11116iM1-=r1,mi".l=elmIIMiap.Mlm TOP 1IN 7 11.I1 L,.1i1aI.11 1,nl=1.g11.i4 l., NF E-A-WlINib N- Ridge Vent ent 12 i77miiiiir6N 10 ..t El 41 Ill 1111111 11111 r"....„14. ......,, 1 INF mall III 1111 III NA ,-- 1-- , cv z r 2030 DH 1111 III ggiril ,,-. •••••=mor immimmir -Rowomil . ..M .......-. N11111111111 .21..... IMINhasie Mike ii ,,., NN .=jprisai limmems......sai s=usigmlillim - --. . " aGsUttReerqS,d&TLyepai cdael rS OI WUj di mw- . Ce > < TOP 0 SUBFLOOR . , . . ' ..... MEM ME z''' 01 ., 2 CC CO TOP 0 LATE z y Ada\ .......amaniaZ gilli...mffsimli - iffin7LmmillirAllhollgi01111.141 ...../A16... ,.................._.ir. Alhk&NN___ __ ,_ MR , me inimminAi- 1- iw I -.."141.1311 Cin___.. .....,,, .=.01MZININI q. - BOT 0 JOIS IIIIIIIIIMIIIIIIIIIIIM. ei AlIP- Nr...-=-4011h. 7m" NMI III _ 11 wag ELTE6 _ _ _ 1111 III jialiNeral 1 1 ] EJ1 ij ... ... . ....... 9111111 E •=tP, 'C:7 , 4 ...‘ En .1. • ...1. NNE ....-5 T Illin Mill :,..„ 1 MT= 'A , Cosi , -r""*-4 EMI MUM 111111 Ma li . E ,, is In* mil CO ..-- =maw Mil III : 1111 Ilia III --isan'illi= 1 .c:::. -:= zam III mil_mm reiimil • wilm Nil III Cil) o '- EINERIIMA-linililialii IIMEIBINIUMIne=m1 ..,,7 , .., .., -imatran=m tommi.moviii mar . 4=. •=:" •==. •=: iv. ['I CV:TOPOFOF UBFL ORftimmiiii ..... ....1111 g • ....._ ow rinrim___ 1111111 nfiriari- - Ct.q 4-4 WIIIIIIIM=1 —gilLul =1 EA Walintill sim17-iim= gionliata itaii mi asum - -s-- - - ilt (-) ct) ,..... - - - ,,,,.m,,...a....... 1.11.......rm.40,,, 11111 , .... iiime=ak.... ...1.4wAsingggps.... ...... ... ...,.....araffilima zz,, sig_ ____, • .„,..10711111111 Pigra.-/IMELIMR111.......°Tairemplilll Enkreej111111 ....inFrallili Silo 0.185 min 21.. ....- M.. MANNINimirlAIWINI imarainiViallWall.mim.W. MB. iMIBATIMMINIII........1 .1111.1.Mr•Ilil ____ TOP OF,FOUNDA-I 3N - - -,- 1 g=-- ip w I r.A VW ai a 'm in viiii ETS, ........ ..... . .....„......, . ...,,„ ... ........,_...... ._.„.......„. o agarisii leainigWAsalingasica gigliettaii gia7Mias gm simmaixamaami goinammailm NAM igamimam.-a simmiesiamia iimp-megimmemisnimem larmiosimiiia En* Fu'l L.," t \ 1 FINISHED GRADE i a.) 7:1 p4 en -0 Concrete Stoopth wi • ----------'41 I I a" I I I bluestone finish I I \ I I = cim) 7:3 to 3'-0" I 00 ..0 c) •o I I I concrete Steps to Grade Stone I I A. I 9 - I FRONT ELEVATION bluestone treads. Veneer I I 1 1 I NOTE: .,. I I 0 I I I I I .. ..... .„, I I SCALE: 1 /4" - 1 ' 0" I Risers and Sides to be same stone as Front I I I I I OA/ fr• ,•i‘11 j :0 / ‘ 44 I I I of House I I I I ..ti‘f.--,* . - - _1,,..._ - EI 1 1..... 1 r. _L ___1 T' __L , L. Li J ,L1.14,;_-,-kJ. 1 \ ' cL:1;; :1.1 Ridge Vent Ridge Vent 12 Ridge Vent N 10 um 1 TOP OF PLATE 12 �=f — - — �_ io 7 :szr __ ___. _ _ , WOOD FRAME CHIMNEY z r. _!_,_..•WITH STONE VENEER. I ' E (MATCH STONE WITH FRONT0 Bo ; ,kut-- ELEVATION) ..J Gutters & Leaders ;_i__ TOP OF SUBFLOOR as Req'd Typical I=='---1 ; z TOP OF PLATE - L _J Z O i _.J JU, ,� W y v ' \ -1 O i---:.i W < O J -- O ti ct TOP OF SUBFLOOR - i- r— W __: = .—0 D TOP OF FOUNDATION 1_ - - � I - ' _' a. J .a..,. =,:wiud�ua. .:. sws. uunu•:= .rp+.. -,.v:n v»:....,..xw•:+xrx .';nn.'..=rv.. ',nrf":u.5..-^vnnx axnw: ,x'.r5.iay.•++FKS?.tJ maw.ue„ .hmw* ixX - e,+.nuw,:✓sw.+evx . 55.^x. i..wRHtt ivk... nW W a �,Jk m.' .. x N ...;wC r'�+,� v'K'+f n+M.xYl r'.�:�w:WVSnM.. .yrhY.kNp+t+n:.a1':��„'.*�.�M'.a�.Y,±ah•xf5W�W r... -b+++o+p+.Yfkltclh5#+4MS++W'?wr.VMt"NpitiU, '..YH•guFtlY#!CJ4kk5'• 'fF.i ?}N".{{'.k#5 %NJtiMf'�XkY. %W:imv3'!d �.2a...t..:a'+:«+�yxm'.»'biicht rtu.�5'nviVNC.ri41?iWrY.JYauNO+.�r,.+�w .i'If+(X,b..En'.�MSYII.:t'ntYW bn"`4F .:.NWbip�.'. I wsm. I I I II I- 1 1 I I I I I I 1 1 1 I I I En I I RIGHT ELEVATION I EGRESS WINDOW I .4 1 I I I I SCALE: 1 /4" _ -o" I WELL AND WINDOW I I I I I c o c cn 0 cv «r c ccom L I I I o Z. n � � O _ D) I o �•o 0 a) ca c TOP OF FOOTING CI I I I I� II 1^ '� C CO a J co o L _ J s aaZi c.� o o ' �' tc00) ? o = �no � •c4- .c v)j .� Z O ` 30cm .� a) .,, � nJcn •- .Qc c 715 O ` c H .. o.� ocooc Rid.a Vent 12 Ridge Vent 10 7 12 10 7 Ridge Vent l 1 , — - � TOP OF PLATE \ / \ / FW- `.• o O Cn a0 e- (i Q Ridge Vent _ - w v \ W > Q 2 CC co TOP OF SUBFLOOR - - •\-- - — I I — - \ TOP OF PLATE J 4 \ ,_\ _, ---1‘„ A — --- -- - — - — -- _DQ - o Q hI / I \ / I imi 'ED Gs v / �^ r a i a cv rV—,1 N A [111"el — 1 — .../ H EL _ \-- 0 1 I 1 e ,6 1 1 ♦ f ♦ •♦ . TOP OF SUBFLOOR VE cl)t_R4:� 01 — - �-- - — W 'J-+ O 1- i ♦ e ♦ e ♦ i ♦ V ♦ i ♦ . ♦ ♦ i — - — - — ��' `�+ li M wwsK ni5Mi55i. e'xi5fry -. .., a+ 1Gvw- nawruM' wY y+ue^'w'•a,mwr .xwA*: +'+�. _.wn ... ++e .: .e�erme, gn'.uiSi.�X+r.-w µwas ..... WkN'Su=+:orwanvw.,.w-«w;wr.r•#+t» xcq,e...,r5r:,aviMFq,... 1 I I 1 I ( I 1 1 1 1 „1 1 O I I I- 1 1 1 I 1 1 1 I I Q x N 0 1 1 I 1 ( I 11 I Wood steps and landing LEFT ELEVATION I I I EGRESS WINDOW--I 1 — 1— I L J L J lkl ;', WELL AND WINDOW � _ _ _ _ , to grade. handrail and 1 /4" _ � �� I I ,rte i; CI) 1 I I I I Guardrail to code SCALE: -- 1 -O •I I � ' ` FD L J I o? 01 J hi rlfi` rarigam ,c,./,..t 4 o I I I s ` `� I I I I 1 — - STOP OF FOOTING :r aS1 �'(i ii., -0' s42'' o�so�O 0/ b ,TF OF 1.-10 TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ fasteners as per NYS R905.2.6 Ice & Water barrier as per NYS code / section R905. Underlayment conforming to ASTM D 226, Type 1 12 U (Note: Double underlayment is required 77 12 ( U u U N for Roof slopes between 2 on 12 and 4 on 12) 10 0I U U U ( Framing As per plans with 1/2" exterior 10 grade, span rated structural plywood Sheathing, Nail to framing in accordance with the fastener schedule and uplift QQNSMNRRQQHQQQQQS QRQRQQQQQQ,s0; , nn i Strapping detail sheet(s). 0 TYPICAL SOFFIT CONSTRUCTION. TOPOFPLATE t!4 ttt�; 1,11 ttt�','ttfl';:'ttt�';,'till' till' till;, Ill titt''tt t: It'' t;'tt1;' it';+ttt; ftr tttr' ,'t; ttt,'�ttt;'ttt,'ttt; tit, t:, 12" _ _ _ _ .� ,, r overhangs-typical i x 6" Wood fascia & 6" Wood rake boards. }- i / Trim in aluminum or use "azek" or equal Z I. p� �9 p�J I_I [E9 g metal drip edge, solid trim I4 o x Fully Vented Vinyl Soffits 0 HALL BATHROOM BEDROOM #4 s . ^-,�smoke alarm C) TYPICAL EXTERIOR WALL 47iiiioth.. 63 ELL" U x �� 2 x 4 and/or 2x6 Doug-Fir Wood Typ.Ledger I Nm. r a ar �, g a o � � 2X4 RR @ 16"oc I Studs @ 16" on center. ��•�••�� x N1►N.'dYJTl&NHBHHHHflH"liitI%k Double top Plate and Single Sole Plate. u) Typ Roof Const �* ilA per x TOP OF SUBFLOOR O ', - 011111111 �1� '--. '--. ,. wrr 1/2" Z zxs OutRiggers _ f exterior Grade - Span Rated _ TOP OF PLATE - - ►� @�s°oc f f Continuous Structural plywood Sheathing. —I Z 0 N�InhiiitTlitZnnsltit t�iIt�l�tHHHH�tIttt i!i!H it!t o t t t t t t� mammy t t�lit ! I RPM! Fastened per Fastener schedule drawing. _J J Cl) l Tyvec House Wrap or equal. W ., .!. iiirit.ttit■i.i■i iAI 111111 111111 1111 11111111111 11111111 111 x _! BOT OF JOIST(GARAGE) ,t��nTmnnnnnm�nn _ w� Vinyl or Wood Siding as per builder. W I-- A ''I \-- / uplift Strapping installed in accordance with Ce D� Iw. WFCM 2001 manual and drawings. 0 D ,I, R-38 « FOYER -' AZIEK �I Batt I« I -, LIVING �? 0 BEADED « SiTYPICAL FLOOR CONSTRUCTION En ° saFFIT ON insulation - - ROOM W Q U 2X4 @ 16'oc « I ill 3/4" Plywood Span Rated Subfloor, r fl ._.I W/ 1"CONT.VENT �, 111 � Glued and Nailed in „ J BRACKETS II , IIS , accordance with the fastener schedule. �. (,� `� 3 CAR GARAGE _ 1 In«, %I Floor joists and Bridging as per NYS Code. rrt - TOP OF SUBFLOOR .- ^ ----N. �I IS O TOP OF FOUNDATION _ _ MUM! tt tttttttttttttttttttttttt ttt!tttttttttttttttttttt ttt tit ttttttttt? ttttttttttttt ISI TYPICAL FOUNDATION CONSTRUCTION WO Q 8" 3000 psi Air Entrained Poured concrete J 4 It �+ 4. wall on 16" x 8" Poured Concrete Wall Footing. D R-30 BattExterior- Damproofing. 2- 2x6 approved insulation treated Sill Plates, Sill Seal And Termite Shield. ° Anchor bolts per Foundation Plan and WFCM 2001 4 ; o, o• Uplift Strapping per WFCM 2001 manual a) in • BASEMENT °t and drawings. c rn E yL. • -v v� co = y L. L a .'4 . ° INSULATION SCHEDULE � � � o co (1) a . cC0, 2c12Q•= •� Ice and Water Shield consisting of Location R-value Thickness ' °' `;t 4a Flat Clg R-38 12" v, •o "-' c c TOP OF FOOTING 4; SECTION - B 2-layers of underlayment cementedco _ Flat Clg R-38c 10-1/4" together or of aself-adhering Vaulted Clg R-30c 8-1/4" �" a' " o L Dili „ _ ' „ polymer modified bitumen sheet, ` . 0 c._ rn SCALE: 1 /4” - 1 -0 p y Floor( over Basement) R-30 10" ? o lc o ` c -- shall extend from the eaves edge Floor(over garage) R-38 10" 12 1 -a o mC ; , to a point at least 24 inches inside Exterior 2x6 walls R-19 6-1/4" m c 0 6 •� .c o the EXTERIOR wall line of the Building. „ .c '("ii L � c 8 a) Exterior 2x4 walls R-13 3-1/2 All Glazing U = .32 �" 2 O.. S Pa o s 12 / • Doors-less than 50% glazing U = .40 107 / S Door-more than 50% glazing U = .34 • • INTERIOR WALL FINISH / • Provide 1/2" Gypsum Wall Board on ceilings / • 12 and walls except basement walls & clgs and unless / • noted. Min 1/2" Moisture Resistant Wall Board on / 'S N 10 Ceiling and all walls in Bathrooms (humid areas) 1' U J .1 U 0 0 .1 u `� and 5/8" cement board on walls and ceilings in wet areas. Provide Fire Rated gypsum wall wall Board located I I ��� ���� as per code, manufacturers requirements and drawings. TOP OF PLATE i V \ - — �� �QQQQQRQQQQ QQQ RRQQQQQQQQQQ ? QQQQQQQQQORQQQQQQQQQQQQQQQQQQQQQQc c Q,'-' li. I1 4 o IN • « LVL BEAMf Mir rj N Z r ..i, u) ,� f VL BEAM o FLUSH f = LU a w 11 Q 0 CO W Q 0 TOP OF SUBFLOOR ( ~ ■• 1111 f �' G .0'IIIIII TOP OF PLATE -, , fr - - s-- - - I , 1�: - , cip l ARCH :1! I Mi / / SOFFIT �iclis o Wrap Header in FAMILY En Azek trim bd FOYER -- ROOM CA CA � E TOP OF SUBFLOOR TOP OF FOUNDATION ilid• o° - . ,• ��� I i I■�Rl 'i.. ii I� I� I'I �..� w U 4-+ o e,.11 t�rTitttttt�tt taittl� 111121 tti�t��r�tttitl� 1111 it ttt. tt tt tt ��titit�rTtTtit!tt�TTitt�titt ttt tt : tt tetttt7�Ttt� tttat z o ( d, ,: A h� a M Ua d *e D QJ ° e o a a4 D M 48 ;e o.., a i j•,�� O fssn•:L BYkM,Wi+:"'. ,metas._:,- - yD'^ M9�awyt.y .- D. R-30 Batt •'" N Bottom of .o insulation �, ,, 'CI BASEMENT �4 Q' `�*yR R° Footing to t a t aeOD it En be 36" below e g'�,� ,�; • Grade Minimum -e- °� ,1‹, 0 '�\ �i q >• •, t"212ft !0 4. SECTIoIN - A A.e � � 4. { � .r TOP OF FOOTING °� • Yom.% ' eD e _ - - p" � SCALE: 1 /4" _ 1 _0„ o:t .p "L -- 0190O F yo O=N'E� I I 12N 10 7 12 10 2x4 CT@16" oc 111000UO00 12 >- TOPOFPLATE 1. 7 ' o i RS '�iIi�II�i�iriSi�i�ISMCt �i�i i�ici)QQ i�t�i MP iQQ i�i�i)S U iMi- i i�i�i)�1iQ�iihlR�i�il�li�i�i i�i�il�l ciRPARPQ �i� iPPP IRQQ1PQP [P�iQ f�i�i��T�i�iiiYNQRPICKi�YlQQRij( f Z 0 Le ol,Ti 0 113 El El al a ce ra ig] tig) igi igi li 0 a s a o v v o o a c a v o a BEDROCN #4 I ib I / _ s oke alarm I C� C J F� i---. !� o o a c __ a . .o . 0 �+J• J / _� W. W. [v a v v o Q o v `4,......4 v Z JZO = I —i _ TOP OF SUBFLOOR- _ - Al /� i n �' 0 0 0 a c c o i--, o i--` II J ////// W I /" 'TOP OF PLATE n� 2�� U ( ( nnn> �� snn nsnesn�nn� Qn 1n��ss���n ��n �- S W Eli. - - �- - - LIM \ / y / / - / 1MI Q O i co J o I- Qli o BEDROOM #1 p I ' UTILITY PO E J "in smoke alarm — KI 11 ROOM ROb11/• «i O h. ti i-, c . o — i--. I �1 0 o Ia. W f w C7 •• 7 •• 7 C7 . 7 Q C I 4 C7le O �..i.� 1 FAMILY I o W. 0 o i, 1 ROOM - i W O Q TOP OF SUBFLOOR a �-. a ^ '^ ^ \ *� ^^ - - .� - - I _ TOP OF FOUNDATION } - - I �• n 0 n n, nnn ntotn nnn n n n •nnnnnn nnn •n n QO n n 00nen n nn n n nn nn 0 n((��nnnn((��nn nnnn���n((��1�nn(�n( �n(��(�n�n�(�n(�nn(�(�(��(��(��(�(�((��(��n n00 nn nn0000n nnnn n n ono n I+ �-4. • ' + i 111 {1111 al it I11) '1 (!t 1()()l 111(11 )1111111,11111'l 11)111 l`1 llf)l 11 14111111111114111111'1?' �f ` ' , Ii d D� °ae • R-30 Batt E N insulation m 0 C c m 4 e.' 1 °^ a c N 0 c a-. ai VTo 2 • BASEMENT •m D,e o a� 'in ..•r u) cr 21 tn 0 'p•- C C . a (0fe, 6„ p _ N �G p', e. e o. (� O U C �-. p C p d; O :::-5 :►_. c - --N- - - ° P P P L w- w- U p TOP OF FOOTING ° At ,�.., •�, (A O c9 _ 4- • P P. P• n a P n d A P• n P A P• , P p- P 121.1 e P P ' (p C O 'O --, C_ U) :2 W 70 (O .,, C E O N 1'- z.-. 0.S. 0m 0 fr SECTION - D SCALE: 1 /4" = 1 '-0" Continuous Ridge Vent Ridge board . dielletkii 2x4CT@16" oc TOP PLATE , Ice and Water Shield consisting of - 1 , ' . 2-layers of underlayment cemented N is' together or of a self-adhering w 11 , polymer modified bitumen sheet, o O / / 12 shall extend from the eaves edge N z I'1' / . / _ 10 to a point at least 24 inches inside r cn 00 0 31.0„ 12 L. , o _ Nthe EXTERIOR wall line of the Building. o ti ' \ „ „ = LU iii y r10 ' f i dAttic °° R _ my 2 ce U TOP O SUB'LOOR TOP OF PLATE 1.- - _ _ _ _ _ _ — - - - - - N rl C �� �1 n�1 (}(��1(�, (�(�(�(� �(} �1 r1(� �1(� �1�1�1 (�(��1(�X11 (} �1�1 �1 _ I, BOT OF JOIST(GARAGE) '--0( 11g0QQ11�1/,lOQQQ`It(�1!7 QQ12, (Q1lll)�9QQ9000 Q_QQti(1111)C�l)rlllftillra QQ" _- AZEK i SOFFIT ON BEADED I. v �'' SR-38C = ,- 2X4 @ 16"oc BattCitn W/1"CONT.VENT '' '' y - F-- insulation W ,4N BRACKETS ..._.• ..._./ 4-4 - :; 4 3 CAR GARAGE r TOP OF SUBFLOOR - 1-44 '� - rT�, �1 O �� W C> (> TOP OF FOUNDATION ;) ���-+--++ r� c N_ _ Typ Garage slab �—.� c, Pitch to garage doors <� M 42 wr' aln.+u.�wwaa.+. v a o .•�. v a • . o a v v • - c v v a a n °. V v Ay e P,, '� VV�—•1 WJ Q r•1 N D., Qac ® Cri r—•I 14-1 a:' O2 � a:' Bottom of " ic _ OL 43111 41 ; f/c Footing to t.1.. `� '''' � • be 36" below o Pd �' tC r 'I'N �,�► , SECTION — C ,. Grade Minimum y TOP F FOOTING °°t f' Cr-+,r,% I R Ii 4: 1 11 - - - - SCALE: 1 /4" = 1 -0 �4 ' <y�, o�so�p `� I tt I F 4' . 4 i {' / Z w a J 1 1 O 1 1 1 i Imo 1 1 /A tas■■■■■■r■■■■■tl■■■■■11■iasa firJ.1•Jaddr 1 .(, V '/� • 11 r 1IVYti 'f . 1 y ,, r r r z 0 • it• I- Iii W •• go D t........); ti Q 0 4 8444 1 1 4 ` 1 1 ti rW 1 , , v `, 1 ti rr^^ J a 'I♦ L ti •1 r III , r %, %1 y 1 0 1.10101101.401.96%%%%%1r1'�'�%%%%%%%%%Ll�titt'ti'1. •.•� __ -__ --T t --•• r L II g Ct 1 1 1 la 11 1■ CL J J is :y 1 1 1 1■ N 1.111 t E 1 C O C 1 (- ................ •.. �- - c U — °) t ...--- - c C m � 0 � Q � '� Uo' cc -c VI ._ CO 4.03 ..+ Cl.a illiiiiiiiiit • • c) .1:10c = cnoz... ' I i d CU C-• La C - NioUL .......rr ��AK .. -w 1■\L.. . 1 ■• h /_ a_ U CO O O r 4 ✓ ✓ 1 1 ................................... ........................... 1,44 - C---.........3::1 1 r 4 11 r 1 1 r 1 1 ■ Eti r POPPOOJ/,II/Irl.IUIIIIONOM uI■ ■!-- • . .1. ti .11 `I ea y i ti II ti rY. wawa ay.aa44saj • �SttSti9010 ti11ti1a.4.SSttitSRt�4 II 1 ws irrrrrrrrrrrrrssrrrrrsssssrrrIIN . 1 0 , ti j! P ea - , O ' Z 0 C Q _ W J CC w Q le 1 '. 2 ce uvj ,1 , Cr) 1 4 0.4 t u if:ROOF PLAN CA 0. SCALE: 1/4" = 1'-0" 44N sitoreerattiaid E �, w o M� ' - c 1 + M .0 1 , /C b OQ 1 •0 ` V £ • Ial 1 VI 2 a ,,,,,,,,,.. , ,„ w„,,,, .. . t ,, , ,,, ...., . t , , ,,,, . , ,, , , ,,, . , , , 3r . , , caw-) �� .9„.. 019010 O . \-,,,....f.0 Ey.NE . ,- ,