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HomeMy WebLinkAbout42115-Z �o�SUPFUL,�CpG� Town of Southold 12/18/2018 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40101 Date: 12/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 50 Knoll Cir, East Marion SCTM#: 473889 See/Block/Lot: 37.-5-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2017 pursuant to which Building Permit No. 42115 dated 11/6/2017 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: alterations and additions, includingraising aising of dwelling, wood entry, outdoor shower stall and partially finished basement, in an existing one family 3 bedroom dwelling as applied for. The certificate is issued to Juan Jaramillo of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42115 8/5/2018 PLUMBERS CERTIFICATION DATED 12/7/2018 j N J m s Orlow o e Signature o�gvFFnt,r�o TOWN OF SOUTHOLD �Q �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE T� . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42115 Date: 11/6/2017 Permission is hereby granted to: Elenterio, John 50 Knoll Cir PO BOX 568 East Marion, NY 11939 To: construct additions and alterations (including raising of dwelling) to existing single-family dwelling as applied for per Trustee approval. At premises located at: 50 Knoll Cir, East Marion SCTM # 473889 Sec/Block/Lot# 37.-5-21 Pursuant to application dated 10/17/2017 and approved by the Building Inspector. To expire on 5/8/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,238.80 CO -ALTERATION TO DWELLING $50.00 Total: $1,288.80 Bu Spector 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. d 117 h:2 New Construction: Old or Pre-existing Building: (check one) Location of Property: [) IL Mal-(uyl House No. Street Hamlet Owner or Owners of Property:� 10 �(-Zea/) Jal' A t)n Suffolk County Tax Map No 1000, Section Block •5j Lot 2� Subdivision 1 Filed Map. Lot: Permit No. { Date of Permit. Applicant: I'm f Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary C�rt.ficate Final Certificate: (check one) Fee Submitted: $ `�—Jll/ scant Signature C Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ';41% roger.rich ert(Q-town.south old.ny.us ®i!11 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: JOHN ELENTERIO Address: 50 Knoll Circle City: East Marion St: New York Zip: 11939 Building Permit#: 42115 Section* 37 Block. 5 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License,No- 32644_ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 60 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water 30a GFCI Recpt 7 Wall Fixtures Smoke Detectors 5 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN44 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4-combination smoke/co detectors, 29-light fixtures,-4-bath fans, 5ft LED lighting strip,20A steam oven, 1-range hood,200a overhead service, 13-15a ARC fault circuit breakers,7-20a combination ARC/GFCI circuit breakers. Notes: Inspector Signature: Date: August 6 2018 81-Cert Electrical Compliance Form.xls SOIJ Town Hall Annex g '" a ti Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D CE 0v19 TOWN OF SOUTHOLD D DEC - 72018 TOWN Off'SOO7,D CERTIFICATION Date: 6 A f `f Building Permit No. 91t7 Owner: C- a d G � U ahKt �" " (Please print) Plumber: J tine S Or/owsY' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20� PATIENCE STEVENSON SCOTT Notary Public,State of New York No.01 SC6252170 Qualified In Suffolk County Notary Public, Sq(FO�K— County Commission Expires December 05,2019 �o�aoF so�Tyolo �ycourm,��' 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 /J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE r� I INSPECTOR ` t SO(/lho cOUNi'10 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] UGH PLBG. [ _] FOUNDATION 2ND [ INSULATION [�] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: 6w4m-- vik ov-711 fv" t styN 70&LAr4ok/ L T 04(. 014VI L) .�, cmv r W\s AV o� DATE ANSPECTOR OF 50Ulyo� * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) E,�l ELECTRICAL (FINAL) [ ] CODE VIOLATION [ /] CAULKING REMARKS: �O O DATE INSPECTOR<ZZV jD Ytl�� ��pF 50(/TyO # # TOWN OF SOUTHOLD BUILDING-DEPT. urm, 765.1802 INSPECTION ' [ /FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION [V(E /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL G REMARKS: iy� ir DATE 3 %qov INSPECTOR I a SOUlyo6 * * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [WFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6) VU& S5�� &ok 4a, � I�uS DATE o L -- .0 INSPECTOR FIELD INSPECTION REPORT DATY, COMMENTS FOUNDATION (1ST) R y ---------------------------------- Z FOUNDATION (2ND) l o O 4 � o �w twig C-A*V, ROUGH FRAMING& PLUMBING 1 vl 1 �1 I g Oh 'NA �i�V n b&) 1,6% Coe 14 INSULATION PER N.Y: - •' STATE ENERGY CODE Qk VAmp �r� C FINAL ADDITIONAL COMMENTS (b ±ao So 1 014 �LF_C I Oo # 1 B0,99%11 O 115 d z m o Q 'd Al-1,ccal;w R2 n A !a - be, Ja- 7-1 rtO I 0 � 1 o p � z y 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 1 Survey Southoldt wnny.gov PERMIT NO. G Check Septic Form N.Y.S.D.E.C. Trustees q C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: n Approved ,20 1 -7 Mail to: Disapproved a/c PQ &),( 44 G Cra ulz J Phone:/& g 7 d f Expiration ,20 D in spector (� D PPLICATION FOR BUILDING PERMIT OCT 1 7 2017 Date w //-7 , 20 IJ INSTRUCTIONS BUILDWG DEPT. LTi T4DViSibb' :Ef)be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e:-No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Po U✓f / ,4 (Mailing address of applicant State whether applicant is owner, lessee, agent, rchitect engineer, general contractor, electrician, plumber or builder Name of owner of premises ,1174-4,-10z (As n the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. o22 17'1' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .5D kn b // C4 C,14 5-t AocV-) House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision 37 Filed Map No. � Lot c-21 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / 3. Nature of work (check,which applicable): New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -2- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. yl 4 l / ` / r 7. Dimensions of existing structures, if any: Front Rear `�7 �� Depth Height Is Number of Stories 2 Z 4c­r Dimensions of same structure with alterations or additions: Front 7 0 Rear Depth Height 13 , / T Number of Stones,_. . 8. Dimensions of entire new construction: Front q 5- r Rear Depth Height G ` / Number of Stories 9. Size of lot: Front Rear Zf Depth �Zf 10. Date of Purchase Name of Former Owner ° 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 44 13. Will lot be re-graded? YES \\ NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises ,Leah Jct-4n4J1 d Address 50F 719"K Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES '✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES/NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public ' atur f scant IT BOARD OF SOUTHOLD TOWN TRUSTEES -,-'SOUTHOLD' NEW YORK J` PERMIT NO.'8974 `DATE f:­MA]kCft'!!, 201-7 ti ISSUED TO: JOHN ELENTERIQ & JUAN JARAMILib" A LE,XA�T-,MARION PROPERTYADD": ,50,KN.OLL.CIRC SCTM# 1000-37-5-21 + 4�.. ':'.S( a3:,s;t z"J:it_� . `ji��t' i'. •f3'..,c`k,`.2sd>4'r" }' � fr . „ .." €# dl, r: •,`Ij' r�1/, „ r r:, ;,` >f x �9 t•;'r Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in j6 Ag, Niw $k-wrp-m; -1�rq­%rf accNVdCnce4i_t'A iQ'i6s6l&i'o`h of the"VaLU V1. 1rU Eees'acopiect•at,tne,meetingneic°on marcfil2i,12017,and in 4 site r-ia t i 6 f i S o f--a p 0 1 id 6 t f6i Gf'�6 Jdiamill&,and subject to the Terms and Conditions as and �2 permits the following- bi-ILIA U%UiC, AIN. Wetland Permit to raise foundation of the existing,one-7story,31.2lx45.31 sidgleIam"HV dwelling approximately 2' higher than existing,elevation-- install a parged cement front entry with an in- idd And'40111.5sq&.6 gridclpitid,(47_' qf' 10 C 9 .�Wplv paver atio o "o­,iu%�gr;ah'6#aik Ays`between-,,-tfie two pn the seaward side"of dtalf4w patios and around the n rthea of the ffi dwelling u'si-ngconcrbte pre-cast stepping stones; ' st,corner 9" �T.Ifre'plac&exigiin'.outdoor 66"ii- 0' 75, r i`.to`-1&yw­ lil, 'C'Oiitii ' ii,r ,00f�,'ruiioff;�llindliii'ketoidani�6',With Chapter 'th&T" seaward 136 of, &V ohd ioii6f�&,Veefithidriiin'!Yeih�'.,installed'offtlielke" rdside 6fortiposed-,,p:�ii6s-,-,,'a'*nd��Ws.depictedlbwathe,r6viseds'ite'-OlAif,,,preg _,`by,.James•Deerkoski,P.E., �are& received on March 29,2017,and stamped approved on April 4 9 201Ucii­­i'-r =,-INslier66y_cd:tlsesiis Cor`por_a'tetSeAlitd be affixed,,,�W.I�TNESS,,WHEREOF�,-,,thd�,sdid�,B�&d�(ifT-,riiii6"e and,thdsa� `e 'tints to'tbe,sub'scribed,�'by�i:lnajo'r'ity,,ofthe-siidiBoafd as-lofthis,,ddt6i,�e PT UfY Nicholas Krupski Absent iff 1.4 0,,: Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President `''"' , . a {', l® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith s' , Southold,New York 11971 A.Nicholas Krupski q Telephone(631)765-1592 Greg Williams coQ� � F 31 6-�6 1 D'V[E D BOARD OF TOWN TRUSTEES DEC - 3 2018 TOWN OF SOUTHOLD DUM 11 G DE 'o CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLID # 1542C Date:November 28.2018 THIS CERTIFIES that the raising of foundation of the eiisting one-story, 31.2'x45.3' single familydwelling,approximately'higher than existing elevation; install a parged cement front entry with an in grade patio(17'8"xl 1'0"overall dimensions): install a 290sq ft paver patio and a 122.5sg.ft.paver patio on the seaward side of dwelling: install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'Y0"x4'5"fenced un-roofed outdoor shower in-place:and install gutters to leaders to- drvwells to contain roof runoff and in accordance with Chapter 236 of the Town Code: with the condition of a French drain being installed on the seaward side of proposed patios; At 50 Knoll Circle,East Marion Suffolk County Tax Map#1000-37-5-21 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 8,2017 pursuant to which Trustees Wetland Permit#8974 Dated March 22,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the raising of foundation of the existing one-story, 31.2'.x45.3' single family dwelling approximately 2' higher than existing elevation: install a parged cement front entry with an in grade patio(17'8"xl 1'0"overall dimensions); install a 290sg.fl. paver pati6 and a 122 5sq ft waver patio on the seaward side of dwelling,• install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stoners replace existing otrtdoor shower with a 3'10"'x45"fenced un-roofed outdoor shower in-place: and install gutters to leaders to drywells to contain roof runoff,and in accordance with Chapter 236 of the Town Code with the condition of a French drain being_installed on the seaward side of proposed patios. The certificate is issued to JOHN ELENTERIO&JUAN JARAMILLO owners of the aforesaid property. —Pu:r"�J Authorized Signature `Scott A. Russell°SUFFc t STO][ZI��I WA IEEE. SUPERVISOR ? I�v�[,AU A G IE�� HEN T z SOUTHOLD TOWN HALL-P.O.Box 1179 a n7 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l Gly CRAFTER 236 - STORMWATER MANAGEMENT WORK SHEET OCT 1 $ 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) No (CHECK grubbing, grading or stripping of land which affects more .than 5,000 square feet of ground surface. ❑ Excavation or filling involving more than 200 cubic yards of material ithin any parcel or any contiguous area. ❑E],- Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal rosion hazard area. 1:1[�Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Aoent.Contractor,Other) S.C.T.M. #: 1000 Date —'7 Dintiict NAME a,.- �l D l I r(0 f0 rrr�ri Section BlockLot Contact Information. -2O OR Bll)\t ): 'A (,1i NT f, `1 ONLY sx /- rana� u�rrxr• ;�� Reviewed By V �y — - - - - - - - - - - - - - - Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — 150 K _ _j �� E] Approvedfor proces�tng Building Permit. 1(�l� Stormwater Management Control Plan Not Required ��� l�✓Z�'trmwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM z SN/JCP-TOS MAY 2014 APPLICANT S.C.T.M, #: 1000 sum CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — a0 k C? Stormwater Management Control Plan CHECK LIST NAME t section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Dat The applicant must provide a Complete Explanation and/or Reason for not providing (p31 �f� o1 ��� all Information that has been Required by the following Checklisti Tdcp one Nor Lu I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 b, Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). NT CONTROL i L---3 U V- Lt--3 I RI ) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, O0 ,rit limited t : e. Limits of Clearing & Area of Proposed Land Disturbance. 00 ion En r ce, f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ilization& g. Location of all existing & proposed structures, roads, ire ve soils. driveways, sidewalks, drainage improvements &utilities. 0� Seecling djor DE". h. Spot Grades & Finish Floor Elevations for all existing & 1 SOUTHO3LD proposed structures, 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k, Location of proposed Construction Entrance/Staging Area(s). DRAII Location of proposed concrete washout area(s). INSPECTIONS ARE REQ1 BRED rn Location of all proposed erosion&sediment control measures. ��® n ac OS Engineering at 765-1560 befere 2. Stormwater Management Control Plan must include Calculations showing 13ackfill, OR Provide Engineprfs that the stormwater improvements are sized to capture,store,and infiltrate that the drainage h on-site the run-off from all impervious surfaces generated by a two(21 inch �0 lled . rainfall/storm event. 3 Details&Sectional Drawin;s for stormwater practices are required for approval. Items requiring details Shall include but not be limited to: a. Erosion & Sediment Controls. 00® b. Construction Entrance & Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. . infiltration basins,swales,etc.) D)R, l:i\(aINE'I-:I iiia )EPS tT T SE ONLY [7 Additional Information is Required. Reviewed & Stormwater Management Control Plan 1s Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - - — Pq Stormwater Management Control Plan is Complete. Date 7 I SMCP has been approved by the Engineering Department. F 9111M * SWCP Check List -TOS MAY 2014 D gpFFpl,� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c, - Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 pb Telephone (631) 765-1802 - FAX (631) 765-9502 ro.ger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' �/C/; Date: Company Name: %--a)T- E(j--- , Name: r1 i_ JvNrlrc2K) License No.: ('CA(--/77& email: Address: 2V1- %�e�c /�r,�i l�•� . ii�7%8' Phone No.: / -. 4&5`j JOB SITE INFORMATION: (All Information Required) Name: DoH�-3 &L.F IVT-C�O Address: o Kk)o(-(_. e=pc_t_jj 412to4) Cross Street: V,&--r cZD Phone No.: Bldg.Permit#: cja email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ? Oti_g fs Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Informatio (All information required) Service Size 1 Ph 3 Ph Size: A # Meters�_ Old Meter# New Service - Fire Reconnect - Flood ReconnectService Reconnects Undergroun Overhead # Underground Laterals H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs l� 1 t ®��EFOt,t�o BUILDING DEPARTMENT-Electrical Inspector GO TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 7&4' DateNtWW4 2O 2018 Customer Name e h/ 6-tC-IVZ-ye/v Electrician Name _&4w, 616e,7— 6-1&eAddress Sb Kk/bLL (Pje4� G"- /blk&,*4 Phone 63/- 5--/ 6 e-mail e-mail 6C(C�/ G� awr Phone License# Size Z40 A Phase Overhead Y Underground #of Meters Remarks #of Underground Laterals 11 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90a s fr a date above. Authorized by FOL'c�oG Town Hall-Annex �� ¢� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 cC/7 z Southold, NY 11971-0959 r� F - r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,_PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date:' Owner r 0 � UAM . j "' a VW( O 0 f; Location•of Property: . nd (��c�' Please'take:notice that the(cfaedk applicablE'.ii[�e): ;` •�` • `:; New commerciall:dr re�sidential:stibcture `rA-ddition to existing d6mmercia4or residential--stru.' ' !• u ehabilita6Qyi : a ' :eAstirig eoi�iliercial or resideritl structure v to be constiir a l`� perforrriecl�at the subj6dt=property referenceaabdve will ttN[i e (check aPplic�[b�ejho.): - Truss;type-.,cpnstruction (TT) - - - --------Pre-englnedrecl'Wpad construction (PW) a, , t Timber constriictio -' in the following location(s) (check dpplicable,lind): '_ ' Floor framing, including girders and beams (F) Roof framing (R) Floor and r of framing (FR) . Signature: Name (person submitting this form): _( W' ti l v Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 •r �MPROVEMEIVT` PO Box 446 Laurel,NY 11948 631-765-8666 www.absoluteimprovementinc.com Town of Southold Building Department 54375 Route 25 P. O.Box 1179 Q. Southold, NY 11971 Re: Elentario-Jaramillo revised plans 50 Knoll Circle, East Marion Building Permit#42115 October 22, 2018 To Whom It May Concern; These plans have been revised to reflect: • The removal of the Outdoor Kitchen • Updated copy of the energy sheet that demonstrates compliance with 2015 IECC. We hope these revised plans satisfy the conditions for the Town of Southold Building Department as well as the Trustees. Yo ly, eit artone Sr.Project Manager ' y 9 REScheck Software Version 4.6.4 ,Jr Compliance Certificate Project Elenterio Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Knoll Circle East Marion, NY 11939 compliance- 0.6%Better Than Code Maximum UA 353 Your UA 351 Maximum SHGC 0.40 Your SHGC 0.40 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 0 Ceiling 1: Cathedral Ceiling 1,595 38.0 0.0 0.027 43 Skylight 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0 350 4 SHGC: 0 40 Wall 1: Wood Frame, 16" D.C. 1,738 15.0 0.0 0.077 115 Window 1:Wood Frame:Double Pane with Low-E 221 0.290 64 SHGC: 0.40 Window 2: Wood Frame:Double Pane with Low-E 21 0.290 6 SHGC: 0.40 Basement Wall 1: Solid Concrete or Masonry 873 21.0 0.0 0.047 32 Wall height: 8.5' Depth below grade: 6.0' Insulation depth: 8.5' Window 3:Wood Frame:Double Pane with Low-E 19 0.290 6 SHGC: 0.40 Door 1: Glass 84 0.350 29 SHGC: 0.40 Door 2: Solid 96 0.350 34 Basement Wall 2: Solid Concrete or Masonry 373 21.0 0.0 0.047 18 Wall height: 8.5' Depth below grade: 6.0' Insulation depth:8.5' Project Title: Elenterio Report date: 10/13/17 Data filename: C:\Users\jdeerkoski\Documents\REScheck\Elenterio.rck Page 1 of 10 d 9 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other e calculations submitted with the permit application.The sed building has been designed to meet the 2015 IECC requirements in _,_REScheck Version 4.6 4 and to comply with the mandato�Signat ements listed in the REScheck Inspection Checklist. Rfnss €�SZ. j1.0 Q–^!–v—, Name-Title a Date OF NEW k IUJI o: Ui �0. 07 r�' A��FESSIONP Project Title: Elenterio Report date: 10/13/17 Data filename: C:\Users\jdeerkoski\Documents\REScheck\Elenterio.rck Page 2 of 10 ­:�- 7-----, —--- - ---- _­_ .1 I I I I I I _ I � . I q :)-.-1 1�1 ,�'. I .,.., � ,I \ . I � . I I z I I �I I i I I I . I I I . 06� 1 — - I !, � 11 111 . 1 I I . - " _", - I \ � , � � I I- I I � I I —CT'6RY `� � I", ",� I , SPIEbLILE , OF I I - i� PROjE , . t . � I �, ; I � PROPERTY DATA . I CT DIRE Sr � SURVEY I ' ll � I I 1. 1. I DRAWINGS I ; I I I � � I 11 � 11 I I I . � I ': � . � I � 11 1 . I � I I I i I 11 I e APPKESS: 50 �NOLL CRCLE ' ' I I'll � � � I I'll �, I OWNEK: JOHN ELENTAKIO AND '�­ I (FART OF THIS AMENI)MENT ONLY; P\EFEF\ TO OKIGINAL AP\CHITECTUP\AL PKAWINGS . I I I � I . 1: � � . � -1 . I I , I - . I I I I I � I . I I I . . ....Is I , � ' � . I........................................I....................:::::�:��:��:::��::::::�:�:���::....................�.............................:............­...�.............................I...............�......................................................................11....................I...........................................I..,...................................................................I.....................I.....................................................................:....................................................�........................... .i I i. :`_ I JUAN JAKAMILLO I , � I � I I I I I I I ; ; VILLAGE: EAST MARION � I I 11 1. I � I I T) : .....�........�......�............................. I I I I ; I................. , . I ; I ,� I : i pp,,%, `,--1.-',1?,is,�i�li�. ;' i" � I 1. � � I' ll ,.I . � I f FKEFAP\EP 13Y AMALGAM PESIGN, LLC FOK ITEMS NOT FAKT OF THIS AMENPMEN : 1 ----- I"-`�,_"­------I , - 1,1--i,,?: ;;;. i , — : I ,� .. il ­ 4A,;. 38 1 � : :. , ,v .11;i*..*__ .--_"11**_�,-. :..., ­ . - �, : Topographic Survey of Part of Lots 37 and � � : 1 . r : I------------,...____..........__------_1.........�.......---_____�-----------_-_----------�..............­­ I 1 50 E 28TH ST #10H I I : I I 1 I I : ; :_ I I � I - s I - � I I I : "�,�F:,�" ..�:� ,��;",;.!.�'.1; ? ­� fIls .,­�;'­!(`.s,� . r'c ,: I I � I I I ­v,,iTil�i,�Zi­ .,::ie., , , � , , :�­:'JL 3AY EQTAT:_,_';' � r � I I : , I:,.." - .I , 11. I'll..-11 � I I I I : , _;,�- X _E,A,"., s I",,V) -- C'Af -D-I� `11R,'S L I V, I I r I � I I : -:1 .-::-":, : � i TOWN: SOUTHOLP I I I i �,' :...... _';...1. S 11, '11��:Iii"111 i ,�,,; 1�� l I I . I , � I I ' ' I ' ' I � I �, 11 ,i � I - :i,:o. �; , ,� .�T­ I . . . 1- � I I I NEW YOF.r\, NY 10016 _ , '� ' ' I " � : , I. _W ,,�­� � . s:::s:,D S;-pr1:-!_.3f:p ­�. :�5,:1-7 �,,-,�,,. :-J:.;-- .� .... ­ ;��, I I . I ... - .1. .io. . s:61- : ­_ ,,, : /., :: :: Zi;_; I � 11 I I � I 11 � 0_11- 1. ,�,�� �, -001.01 I .s!:.el�;,';s� *1,�%,.,) ,,, , I..; 1I.-l- _:� - j"_ I I I ; I G COVEK FAGE I :-1 ,� , . . i ;-.:-,::;*A�ON .All I. I � I : I 11; . : . I I I I N;�V ;-1...... ,'I's: I ..�,:' �......:�......- I ; I �, I I I�I � I I I I �, I : ' - OF-' � .. I-.1. � ,. ,'..:i i , - I � I � I ( ,, I I I : f',--1'. , ­ ...: ........... ,". ,1:,� 11 1 ,!�.. ......... �1 : ­�,­�_ - ri,­� �s;,F�,,::' 'AA,' .1 - I.....1�' -� .., :�: ­:­Jcl�e rj- I � 1: - � - I I : " ; _1 I .. d- - � I � � I .1 . � . . 11 1. I I .I I I I ;­­,;r, �,:;R,�­Iw.:�� ; : ­� �! .-,��, __­ ­_ PISTKICT: 1000 - I I � 1:1 I . I ' . .. .." ., - ., - ;.-:;.i1 �,'.­� ' ....,., ,,_ � o: ,-�_ ,.__...... I . � i I I I I � I �'� F\ESCHEcr\ � :: - ­ , 'ir�l.,. - I. p:% I I I I I I I � I" '-� I - .. : ... C,r_%;r,i. , ­­........... 11 I' ,- I I I T: ANTHONY GRISAFI, RA , y, I : '! 1--.1 _­_�,:,! i0': "i. i� -�'rN:­." i�.,�, I... � � I I :. .'�,­.,�:::, �U-,. :..; :; . _�:: '. , . .. .........1!_ I . .1. . ;I 11 .1 I I � TO r - r- _ � ., , - , I -1� I , -002.01 .E "" .i:-__.:, �i,� �%:��'Ilx............,111.1�� East Marion I � ! . .;� A 1A..:s, . -.1.. - .: , - ... I I I I AKCHITEC I I EN 11 I : .. . � I " I I I , : /I ­. '�,.:... �i , I I 1, I I I ; 11-, .1. I ��,'i`AT�' �I s."Is'�' iii'sk�i. �i� I , , el : �- ' . �. .. .. �� I I I '�­ I I I I I I � .1 I . I : ..N!..� M T-, ­_.:'-,'r; "OR V-01 r`: ��;;i',`y .. ....... 11".� - I M, - INi-. s.'s, -:s ,J1i1s;,",:,` -� _'�'_ ." *�� i� .!, I I ; i � I �� � . : il� - %. .11 . , , 11-1 : , 1 85 OX[3OW LN i : C,:1P,'.,­"ii... - .'� -N I" I - � ,11 , �.� , To...n of Sou'rhold ! . I., "- SECTION: 37 �i ­ ­� .I' 1 A � I � I I : -I, I I � : � : .. m:!1:-_-;Ais::.s:. ,� " : �,i 1�� �, I I I � I I %,. ., I . %� I I : � � 1 I I ;: 11 iiii�;,,,S:.�N!'V. 1',:_.N- A!s� ,�;... �� I , ,.� .� I I -001.01 : !_.s: i,.`�,�,V;�,' ,�'. � I " - I . A SITE FLAN : - � " . , I I , F. i1.1. I- q ls..i I I i � I I I - .. I:— , .: . � , .. 'zuiffolk Counfy, Ne,,,,,/ York 11 I I I � I .i*_ 'iii::�J4_14 i.G!sr:! .:::::i, ,;, _.­., : 1 ,.� , " . ; .1, : ,.:-Ne.._ :.N, : _�;,. �\ I I � I I, . � , - ; :, - . -" � � ! If" im'%. 1�:i�i%:f;­,�" ,:- f:.; � . .. ,�, 4i,,- .NEWFOUNPL-ANP , NJ 07435 1 : ... . ­�. _i%Ni`,i1',; :�s1ii::... ; :. � I I :,�; . ; H, i.%� I I � : 7�.;l;-.:� .,;,�:�,�,,-:"..."�l"?;. :�l": ;.;?', _R,r4L:;_ 11 .;:. . 5LOC�: 5 1 . � � I Is". '. ,NC31:.: �, w I'll ".1 I I I . . -1 __ I . . 1. ­­ I I I I I � I : ,�:-,�,!,�.,%,,­`,., �`i - �., 10 I I � � I I . I . : � .. ! ? �� � � , I : � __ ..... z,�,;I.., I., lion 37 B I o(-,sx 5 ; o; 21 � I � ; � " , I I I �... I . I . : � ; � '' . I 11 -003.01� , -13UILT CONSTF\UCTION FLANS , � I � � I I . . : .; WAY _. .1- . j. . Dl,s.hrict 1000 Sect � I I 1 -2414 A 13ASEMENT ANP FIKST FLOOF\ AS : THE EX15TE"ClE. OF rflGHTS OF i I -I., , i. �,�-i�`-.�,.,-,.'..:1, % �. I i� I TEL: (975) 545 . . , : : , '. . ". �, � I ' 'ECOs' , ,. 1, t� .1 I � I I 'R EASE—MENfS. Q-` R RV 11: � / � . .L ,�, ; ., : AND/f, " w I . I I � i��. "I '. I I I t N . s; , .. .11 ' Surveved 'Felbruary 27, 2 0 1 : � . ! I � i ' ARE .1.)T . I. 1. ^ .... 20� 1 ANY, MOT SHOWN . % .. -el. i� ".,,' I , * t Scale 1"_ 16 i LOT: 21 1 _1 . " . " I I � ' N`U;). I �. !,�; �', �� ".%, I � I 11 , - ... . � I �, : -WANA � ,�% — 11 , I I ; �, ,.�,.." .1 �, , �� %" � I *,.�, . .1 I w '.I I �.. ,-, , I- i .� I �, I � � :I ; I � —, %I 1, 1 " � 11 I � -� 'RAPHIC ','-3'(,',i'%LF: I � � � I � : . ­ I . " ,1`1 :., "_,"I'l, .1', G I I : F . -011.01 K F : , ; li- , � ,.,­ , I :.., 11 .1 I I e.. 1". I - - A EXTE 10 \ ELEVATIONS � ; - I � \ I k I -111. 1,�­�', ��1� 'i . . ' 1�' � : . , .�_ - - -i"n C,�: 1. ." I 1-:, ,\, ,� 1� CONTRACTOR: A13SOLUTE IMFROVEMENT, INC I : ::,.r­i1,.in,isinr; I s "" , '11� 1� I 1, �.; q. w�: .�, -X I -21-19,`57 (FILE ,#2777) , : , I., - ��_. ,� - . -f p,, �_ ; : -13Y-THE-SEA SECTION I FILEP Ill ,_/,_ , : '.",�, - , r : OKIENT : ,. . ., ,%, i . MAF: : I �,­�� ,.. " . � -.",q, % 1� . �,%, . . ....� �� .4 ! ji . i .1 ,. ,l�­------�----------­­-­-, , .. . I � I I - . I "I i: I . ;.". : 1 1 -030.01 �, 13UILPING SECTION, FLUM13ING [)IAGP\AM , .� , ,��­ ., ::� 11 ,. . - i a........._...�...�............................ .................�.....: I I A : : .­ .: I \ � � I �..: �� ; ,. � ,--,--­ I FO 13OX 446 ; .� �;". K.s1s-A !";c,:,�. f"c."! Vs�,::-"..51 I I I , ; j ) ­ . : I � ". .., , :. - , lllll�ll ; , � I : . : % 1. - 6&.......now...........!....... .. . . � % ­\ , ".1 1. � : 1, I � i � : .� '. I � I I � ,�� : .1:1. I : 1. s.%, ,,, 1. � ; im, FT11": % l 'I', I � , I 11 . �,o , ,­� .. % : � ; I . - 1�, : ��, . , ..,, ....� , -.;, . .. i 'EL NY 11948 1 f .,,.�� � : ::ii%,�,��QN, :,_:s' sl'.­41,`!i� "I"11.1. � , -11'..., , ,,%' . ZONING PISTKICT: F\40 I-- ­­.� . ,o , I : I - , � � � , : , � I * , I : . lincb wi! ;'�� jl. i ; �, ' ' , ...� , "" ' " .11 � '; . , I LAUF\ , " I ­ I � . . il. I � i.� 11 I I % !,,� % . , .1 ::!"'i _­, ",-j...... , j i ,,� ; i . ; , I / �, , - ­.� , � i . . , I ­... *�:,. _',� , ' ' , .: I ,, - I . , ,,_� � � , I , A-050.01 POOK ANP WINPOW SCHEPULES i ., ,!:;� .."'. . :% . '.. , � I I `� . i 1, , 11. I _ 111 , . J : . J , ­ �*. I . : I I : , ,� ,? ,� I : � i -2956 1 i I - � _ ,�, I � q ,. I I i , �. � .1 I ,. I :, ;�., ,,� I'D� 1. � TEL (631) 310 , � % I., ,� .\ . \ : ; �. i I �� �p I i , ,, ­�� , .11 �. . Ii. I % " I , -1 iI '.. I . I ; : . , � �,v;� 11 I �' I ,�" i � � : % I � " . e i . � _1 I 1: I I , . : �, , - � ': 'i" "­ "". ,1 � � � i , *1. %, . . ", 1� I -101.01 , STRUCTUKAL FKAMING FLANS : I ", -1 � %li::. ­ 1, i :1 5 : -, I . .11 ".1 i 1. ; 11 I, 1� ' . : ".., " I I , � I ' — � : . , : "', q,�", I �... �, . _' —, � !; 1; 1; - I � ,� � I I . . ; , I . " I : e... I P 1� _­�,� 114..� .� !1: ; ,.�, I HR54P AND CONDITIONS OF USE � � �11 ':�', I ""I � � ; I ; I �� ­','. i ; ­. - I . : I 1. " OWNE I : � "" . - i 1 , 1�1111 ,i � I : �."" . I I - '.. �% �:, � ii ;1111. I Ir � I I I \ � I I I : I I , ,,� 1 , : I � I , ; .11 1. 1, I. .., ­�,% � - . . . � � '. . ; �-, �-­' �s.l ,%% . . � � ! 1, I i : � % I ,:ir',�_ ,i I 1, , ', ' - � : �,, , - � 1� �­, \ . i-11 . ' ' � I 11 ! ,:, . �:.:, , . - I : I . �:, I "I "" . I % '. ­..\'�., . " 1% I �, , .1 11 I , \ i I I 'P %-_1 I : . 4' , � I . I , ,., ­�, s I I � I : I .. :�,-. *%,� . 11, . 11 � I I i I � I � I'll " - "I," , ., ,� \ � I TIONS, AS INSTKUMENTS OF. : .1 ,�, � : I , � : - i .11*� � . PKAWINGS ANP SFECIFICA 1�� I .' ' I : I I ,,,,:�� : ',�, 1, : ,� , I , . I ,�. 1 . . ;. I . i ; ; I ." . I : I I , ". I I 1% ':­ i i I I : I � ,;,:, I . I � %_ I I I I I I i . : � , .� I I -, � i l � : ) i lw ; " , :1 ,1� �, I I SEKVICE, AKE THE EXCLUSIVE FF\OFEP\TY OF THIS AKCHITECT � I I : I ' ' \ ", I I I � I : I '. , � , : 1, '.�: �il I " I . '_ . 1 I ' .. I I � ; ,4. � �­ , ..",� .", 11 . � I ' 'I : . .". I .. "�, � i I � : Area= 10,057 s.f. I :11 ". �,� :.,% "I "I - I : ,� .1, ,. .. ., I ' WHICH THEY WEKE FP\EF'AP\El) 15 �' 4 : . 1;., � I 1� WHETHEF\ THE FKOJECT FOF\ : ,�*, V,%, . ,� , I I ,�, �� I I � : . I : ". ,-, __1 ,.1 .111,. ::,1111 �. ' , I ; j ., , I I - % I . I I � � ,� !��, 11 I � � \1 , N < I . I : , , . ; ................­­......�..........................................­­......................1 .. . " � 1, "7 ­ �, I -.1.....I........11.....-.......................�....... " ,,,, :" ,�� ,.I. I -................. , - ! I � ;� , I EXECUTEP ANP CONSTRUCTEP OK NOT. THESE POCUMENTS I .......................................................................................�......�..........._..................... : , 01. - � 11 , i . ,i;-" " . .11 I I : : . . I I I . I : : ; , I I :­ . : : : I . I . ; : : '. I I 11 .11, ! . I I : 1. I 1. . I I I ; : : .1 , % — I " , , I : ; �, - I , ......%,! AKE NOT TO DE P\EFF\O[)UCEI) IN ANY FOF\M ANP THEY AKE No'"r I : : : , '. I . , ,,, : ; t i.." 1, I , �,;.,�! I I I I : : ; , . , 141, : 1-Michael W. Nlhitc), 14.1__'�1.11.c� � � '. ,� �, . I I ; ; .;...................... . ................ . ..................... *-.................. ...... ,. ; ". % , I ; . _. . �;�_, I I , 11, I . i : : � ' -1 : - , , I � : , : , I . � : Lis,�N'.',1.:D PQCi�,`SS.1)�W.. .AND `Uir,V;.'u,'�. � ., , 1 ,�, I TO DE USEP 13Y THE FKOJECT OWNEK NOF\ ANY OTHEK ENTITY I .. ! : ; I : _� ,cl : : I - ".", ­ , -, � -i I . \ I I ! : NE111i "DRIX s7i " :...: . fz.. ,ui. "", � : : I - Mi%, , � � . A —E ­. I 11 , J.,�.��j I � : \ � . . I : : : 1. I% �e�l r_- I I I I I I : : ; %, I — � : : : \ �' I ; .% � I , : i 2 Bell CourL � ON ANY OTHEK FKOJECTS OK FOP\ ANY EXTENSIONS OK : : ; I I 11 . . \ I : i ; I I I I : ; , i Cpt�ifled �o: ".." ',� �: ,� I �Y'� I� : : . 1. 1, I : 1.,ake R,onkoukoma, .N.Y. 11779 ; ��: � � ":� � �� : : i .. I � w � I � I ,,i I� I ; : : i I APPITIONS OK ALTEKATIONS TO THE ORIGINAL FF\OJECT ,�, �11 �i : :: 1i �. _Hs' _;DTF­i:f% - - ' I 1, : "I ' : I �1 11 � � : I. �il .,:<: "Ei's) 5,V,s­: �f is ::r vl:�t, JUiX, ., ;:.`�R,�UU.',, ") i , � i I < lE,­',. I -- .2 r- : j,,� � -.!:i,,:,, I , , � i H : "L ,;'�,� ;,", : 1.11 .r., " - . ' ` 1 7- ,I I I . I I . i : : , " 'f ; � I ".- - 7 I AI : ..:is!,',iaR :.'�i S,.Ri,;i­­, ­­�: I,,,�;.f'_.1.-,,�' . . .�. !:, ! :� :�, : i� %.i-�i.%.;. I I; . � . � I i : ! I I ! I I ,� � I I : i: . : . . -, ­ - : -r I � � . �,./,"y :`,'�: ;�,3�' --�' 'r � I i :-," .. ,- - . 7 F3 f:, I : I -:11iN i r:- , � EXCEF 3Y WKITTEN AUTHORIZATION ANP FERMISSION FF\O1M r . I I I I - :I �.1. IA.:v . ::;:i- I 11 IAADI`�ili i .. ,�,,,� 1� _n.f� I / C".. �" I : I: = ,_.`,:A;..� �f�:',...,�,7-.�:,*�,:��;��t.�:.,��l:ri�,:�.���f,� : .:-O`P:1� �,__., m-. L� I : . i I i : : : ; I : !: ; - ,i::n "I;:;. � I I I � 1, � % I �� : :: : f jA�','.s'isij. �1.111A�N."'::111:�. i� ,-V ij.�,111 I � :: __ — 6! . I. . I., "" : I.:............:=..7.....................==.........�........................I--......�................�....�...­.=-_-_.--: - - I ANP AGKEEMENT WITH THIS AF\CHITECT. 1. I � . - :111-11.....I......-11-111----I....­-­­.....­­­­.............­­------------�................_____111111111.111......._......1-11111111111......�........_11.11.11.11...........­­­-------.....�............�-_---------------1-1-111.11.11.1-..........__1111...­­-----__............�.....�.......�........­­­-�...­­­...........­­­­--------.........�...-1-.-_--_....____--.111---...�............,�--.�."..",""."""."-��,-.�,---.",,-."",..""I.........�.....---l I ,�, I I I � . . . 11 . I I �i I I I I ,- � . I , , I I I I I , . I 11 � - I I I I I . I . I - ,� 11, A, I I I �� � . I . I I I -1 I - I 1, I — r I I I . I I , I . I I ,� . , 11 I � �, I , "I � I I � 11.1 . I 11; I I ,,� � - . I I � � I - I I.. I I " 1� � . I � I I", I _� '__ � . �1�1,��,:" . I �:i� I � . ':11, ""I, . ' 'I � — ­� 11 — 1. � 1: I �11',,��i;il�,��­,­,: 11 D , ,I _ I I ' 11 Ir � AL NOTES ' I I ?_�� - ' 'I F ROTECTION OF OPENINGS �Cz F_N ER, 11 1 � 'i, FEMA MAP THIS FKOJECT 15 NOT IN A SFECIAL FLOOP HAZAKI) SEKVICE AKEA I . I _­ � 11 ;11' _ 1� I I I . 1: I I I I '. I , I � � �_ � � I I I I �, � 1. SCOPE OF WORK: RENOVATION OF AN EXISTING HOUSE. NO CHANGE IN USE, EGRESS, OR OCCUPANCY 111� I - . 1,�, I I � . I I I I 11 ED UNDER THIS APPLICATION. , � I � I 11 I I I ; � ,,,P R 0 F 0 51E I PER 113C 2015 SECTION 1609.1.2: 1 , � I I � � �,�..� I I I , I I I � 1-1111il-1--111111.1....m....��)­W:151��­ - 1. __ — , � I -DOR � IN WIND \NE PEDKIS REGIONS, GLAZING IN DUILPINGS SHALL DE IMPACT RESISTANT OR PROTECTED WITH AN � NOTES TO USERS LEGEND ,�, . � -,_ 1 12 F IMPACT7RESISTANT COVERING MEETING THE REQUIREMENTS OF AN APPROVED IMPACT RESISTANT STANDARD I Tso­T�p i�k4s� 1. 11,?, I��I I I -, 2.`,k',L 1�,"��'W'K SHALL CONFORM TO THE REOUIKEMENT5 OF IKC 2015 ALL OTHER A LICADLE DUILPING " $s ,�,I�,--A i I 11�- I f"A � I I 11� I OR ASTM E1996 AND A5TM Elb86 KEFERENCEP HEREIN AS FOLLOWS: 10.m#wi,sy,9 . sstwsl,st / gg U,wml.nsxso�,,?Assist""� 1imxaw0,UWAf1V`l I' ll ` ,,�'; "�.'_ I 6(nif;1 01 lk,;Nja q'I'Velf,li I � I � -_ __IRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE 5EST TRADE �­s,4t A"i,�wist-,,,1,a,f1 Ij 112 � . ,ir�� . tzissi,tv , ds�w:ssg:,ww,4�,,I nw.1 4ti-Lz "�,W"mw kx,A�0 ZON � I 11. I I �-,CODE:') 1, 11A I . V,40"Xi"A'I'm ,�wla,�04sm�,,,s.�wv�sp, I : F . , ,, ,,""s- . I . '/ , � �wlw/ I �W "I"'R171ii �.ig,g,w ,�_m7i I g,w I W , � ,. I I , ! ?";",ev I 1� 11 // ��,wkii,r ,�- ­­­­�­­ , �"--�­ "' , - � F\A C,T 1'C E S. �", 1. GLAZED 012 ENINGS LOCATED WITHIN 30 FEET (9144 MM) OF GRADE SHALL IMEET THE KEOUIREMENTS OF THE Im's0s.14 f�f vlssiizt4si Wlisllm ot a4&'llisAl w 'Ii_-11111101111�1 I ­­......-­................­_­_­__,_.........-,----,,---_____.....-140=e I ,, 00/111/11 I � - . TO,QWa mi Wlx,� xm;l sois4w,� I 41" 1 .�,,j-i,-��,_­',,­!-%i�,,,", -,Nv'is-,=,i,,�,,,,i�, I , Va ,,, , , ,,,,,�_, � I '. �X, -: "��,Il%,,!"" f; K� 0 � ;�, , is, . . � , I LARGE MISSILE TEST OF ASTM E1996. - I � ­ =.!�..��"t;.� ""It". "­., � I V4_R - I I I �- I . ' I " I "� � ` COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATE OF ZEP OPENINGS LOCATEP MORE THAN 50 FEET (9144 MM) A13OVE GRADE SHALL MEET THE PROVISIONS OF il�-�=111"�,��l;l��71-1.1f."���"=,,,,�,,� -.=v�,-Iel�tv�.�t�l,-����,���l�4-�� � 401f A j,"'A f s"'o,zi��wx,f,­,,,,,,� ., 1 �',3. 5LFOIR 5 2. GLA41 Is",s li�tim,-k;w�:o/?,A W A�,,W4 tp./;4 UO Ow"a� ;('�, - I - � w1w - ssi s" -,, 11... ! � I w1j," �mgm w­*mis'e.­;. . . I �,- - I I I THE SMALL M1551LE TEST OF ASTM E1996. , lli �,, ,,,,,,�,,�4.,. ", : I "t,ii : ]NSURA',1G ,WITH LOCAL AUTHORITIES, ObTAIN ALL REOUIKEP PERMITS, AND FAY ALL FEES REQUIRED I , ,=�"-�sd ,iss,i�,,o 1�!� V �wo sotmlixt ko . . � ZOIFM R, I , , I"w i'"43 sst�V,,,;�,vml�o a 1wd ,i.A i'i!I 1�1 I*�11410�-�14 plis, I I � "' 11 ­;� llw�.,Iw, �,,.,,iAt�f�4�o,��4'.W,�,,,���oF��, I -1-1-1.......r I I I ,I m_- =111.1/1=1.1'11,11 f.11�11 zl�l s,I , l . i I I I I I Axt s"w'k1jx ,� I ­ -- EXCEPTIONS: , wz%"'m , m fot pia;r,v- .f � e m, I _ , , - I I A I 40 �I '1;ffWM�0 ,,�, �,,43w,��,,,_�s�. DY / : RNING AGENCIES, I , `� , ,m",rl:iwwoww,�, fw=ow. r"W"s ,,��t�,,-s4i�, j w I �. r', �;;aq ,�. 1=4�tlzr , I � I i I � I I , '', I I I j� I, I 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND MAXIMUM PANEL 512AN OF X... 11 - � 11 I I -1 - - ' ' - . I . I w - "w"41111 I I I . �,Uii,�%01 wi,t , , I "'I 1=11�1�11ZIIZII �dr -11-jE (,-O�' 1 (5 FEET (2435 MM) SHALL DE PERMITTED FOP, OPENING PROTECTION IN L3UILPINGS WITH A MEAN ROOF HEIGHT I : ,."is,."', I I � ZVIK,m � Z% IA - 'M ,"" I = .1=1�11,!1111' ", C-111 m 6 P ;, , .,1�,,��,,�1-111,1�11.1r�,�1101-."O��'ll""I�.".*"4�^vl."��Ill"".-�,,, 1 , 'E, . - LL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING I ! ?l�),�$f:aw�d�'llill'I�'ll"��,,�l-lj W."isi: 1 ,­ - - I � ' . � I �,�,4.t"f">.,�,,,v4,,,-,,��,�,o,�"-�,�"X'$�,,,,I ,I , - 'I, 1��,, , I I OF 33 FEET (10 055 MM) OR LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR K-4 OCCUPANCY. PANELS SHALL v�'I'll�'I'll,�r;""��,,�lill'O,;".��Ill'Ol;v�"I'�.� Wlt Ala 4e�*w�Z, ;��,.,,I/A N4 w , -'��', ,AM) SHALL KEPoR,T ANY DISCREPANCIES 13ETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ,-s �, m;1 I �.=,,:,,,�,,,���4,t;�'L,���,�,�,�.'�,* - � , , � � �'4��.,,st PROJECT LOCATION-NOT _�-Ix WO'N . "I �� i, ,,,, 11"I � I ill , " I I;11111;��, I I ,, I , , 11 � Im"W'. . ww,�m , , x- ,�Iw . I .1 , llx�11;15 1;.1111. x , ��,",- 1 ln2l,��111;.4�IZ,��11:1�.11,V�=�.��ll,�,�.�,��ll,��01/lklll.���� ...... .1 RD I kw,­is I I . I I �, -, , I ;, � -4. ,� DE PRECUT 50 THAT THEY SHALL 5E ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE 4�,W,�_'.'isl mi�wi pmwis4i wws Miv.4 r4AJ,tl�s�4 IM 4614*60.1'1-'AVi �illll WITHIN A FLOOD HAZA : - I IfV,�� �,AK"Hi"E" I-, I I I 0 Visit F 1.Al. . 1%kv ",,,:x 1 sm w�,",s 1,s��t ii i,-is,,,,,,4,�;,,,,,�"O"I'r",s ,�,,I , � �� � � . 1. 1,_'_"" I I I , AREA I r��e­v;�"",�iw, d , r, I '. i , , I . I I I PRODUCT WITH THE GLAZED OPENING. PANELS SHALL 13E FKEPKILLED AS REQUIRED FOR THE ANCHORAGE � I "lle"'. I "I I I � , �, � "� "I : I I � I I I ' �r11 I 11t�zlj t,1111�1 I.-It 211T t=I 0�1:10,11 11 1�01.-.i�,ill�;11.1 ,�, I - I wmvr, , <o;v,,�-o4s­,As,4w,�V Nxwif i"'r�%i WA iiw,s i, 1, ,�,� - I � I- 1�1 � " - , '­'l�.lstissm,lit`10A,ilis'. "" jW4.4i ,- 1 . I I r 1 - _ " "..._ , , i 5._M1k()k-,­�1__,- AILS NOT USUALLY SHOWN OR SPECIFIED, DUT NECESSARY FOR PROPER CONSTRUCTION ' METHOD AND SHALL DE SECUP\EP WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL DE "', s,�,V, "'w, I � I , ��' �, I �"- I , I . . � I , "� laxi, ". ,�"­, - ," "': ; I I 'A,,ilimsm � . I I , , 11 1," I - - OFTHE WORK SHALL DE INCLUDED AS IF THEY WERE INDICATE[) IN THE DRAWINGS. 'T THE COM12ONENTS AND CLADDING LOADS PETERMINEP IN ACCORDANCE WITH THE 1.11, z. I I &" �,!`,/ FARI DESIGNED TO RESIS o�,�*,�i,�lif",,�,�,��,�lill�41;�l=,.,I aj 4��A ai's pr"'i'Usil�3u�FkO.Aei�v�si� ,1 m WIS. "Sit , ,, OF A , �mls­iiljww,=m isi ,�V, � I . ,,Iomxe,�iessl,&m, '44.,w,��4-,WA­�iik'40­ ��,; I" I I I � .. " FF � I a��7��,.�Vtl*.,�4�1401l,oa.��WAI�"W."�41,�,,�lw;k"l�'i'�,,��1 =11 , '_ I I , � I Z.,1,. I�1- -10-i , , � I I - I I �", .ZZ , 11 .I `!, - " -, I "I I" I 12KOV15IONS OF-A5CE 7, WITH CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS I (I'MIA'sasais"Min�1P. sir wigj W.lswswul�j fWoa �, I - � 'M , __ I i ,1w "., I .11 - ,% I I , .It',,,'111,�1111111,111;= 1. ":'�' , I I � I , '' , , . , .. .... i , ,, � I I i0our li,,a,wm�,saiia."'r'a�,.�,,s; -", I I I I ., I I 11 1; ,�'11;1 ­,,�I'll " , ,,�, � 1.111, I � I I �, � � - � a A ammoos,Rd"I- 1 I'll; I I - , F�/21/ wsifm sikwtlssslls� I i ­-ONTP TS OF LOCAL TALLEP ON THE 5UILPING. ATTACHMENT IN ACCORDANCE WITH TAF3LE 09.1.2 W TH I� it�w W,,�v4ssc,l 0 lt�dm�sM air,��u,v.lix Im, It /�, I 1� I 1 _0 , . I I I " (-,,.1 i- E ,,ACTOK SHALL COOKPINATE ALL WORK PROCEDURES WITH REQUIREMEN 11 PERMANENTLY-INS owmk^ It"C �Omx Am��f Ur, '1�1,1 16 1 -11 ��"/,,' - 1-1 : � 11 I I .. I . I I I I . . I 11:1," Ti �, - 11 � 1 l?4 vk.Wcu�"U'l�,11&;,�wission a"A 1-1, a i �v��,,�,4,�l-,��i�,,,�,��,.�,,�",�;��.zl:l� .1 �� AUT��(x -S;CLIENT AND NEIGH13OR5. � I- I CORROSION- KE"ISTANT s:kPlUctic MA41swo ."lmul 1, �1'fv._.?1141;11.1�`2� I : I � .­�:,il � I I � . � I " I 11'>Iflsw"I�I"!�4�,,�,,�11,4�,,�ll,�'ll,��ll,�ll, � -1A I � 1, � W,like/111V6 1 1 - I", I I � I . 41 ","", ^A4 ,""" , = I I I ., � I I"I 1.�1; 1: i I I I 1-1�,"" , ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE 13UILPING 15 PERMITTED I � Fs - Mz A ;1�1�.�,t"4wt.""t".,k�'Al.r.�,,,,a�,�.����/,�v,A. � I "I e I I , I "li�,-�ll,�1--ll,;,"i"-��;,.""�'..'�'- 21 t1i"", "'' , I—'' � I I il 11 - I . . - * I "t��._, �1�t'l I—- ­ ­ ,,--,,, 1 7.THE CONTRACTOK SHALL DE RESFONSI13LE FOR THE PROTECTION OF ALL CONDITIONS AND � isa,o,w��,i�,,x d6ssssriisoik, n-�,�,I�_�_t�_­,�� .-r, - ,, % - ­41�?­ ­­_ .......... ,�',�,,,-��"z,-��,i�,'.,�,,���."-"A �zow.(I �,"11,1�il',�,�,';?,,�A?Il�..,����":,� ­,.AWs._ I I f I FOR 13UI1_PIN(,)S`,W1TH A MEAN ROOF HEIGHT OF 45 FEET (13 716 MM) OR LESS WHERE VASP DETERMINE[) IN _, ��� I -1 I � I 11 �11 � I . I I I I - I I � I I M I 11 --;- I_:-1_: i WA4 F sk L vj,sts m f�m.w U w��s,zt Ss f m f94)t,�v,i � I I e I I I I � ,. ,- I I I ­ ___,�_ - 11 I I I kq"w��'",�v,.If,�����=o,,,4,.,,,,v���-�,w�,.,�,,�,,,,o�.-,�,-";.i.i�*�,,,;"��"', , I= "" , � 11 ; 1. � ', , MATE'��IALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND . I - . I- ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH (63 M/5). "i IAW_U�,"r40 - IM, wtkr,wr,,y4,Vw1mv)xzis gom) I �, �, : 4 1�I ­�� I I . ",I"�l `ItL`1�11 IN `:sM.�/,A �����t�10...W.�"�4�,,�4t.1$14��*,�,%���.,W.I-,r,w�i�,-',�z���w,,. INST,�LL ADEQUATE SHORING AND 13RACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE ��,�11 " � ;' �w"mo �ima,"W'1111114�1111'1i,.0 �.ml . y m �� � , , � , , ,.',' 2 GLAZING IN RISK CATEGORY I 13UILPINGS, INCLUDING GKEENHOUSES THAT ARE OCCUPIED FOR GROWING , ; is� �",I,,��,-�.o,,ii�t?ww',s,��i�ii,4,iit, , � � , ,2 �: ��' ,�;� - �A��9s, � �71*'As oo...t a lss;tski�s.00lr,� - .. 11 I � - ��, �PLANTS ON A FROPUCTION OR RESEARCH 13A515, WITHOUT PUDLIC ACCESS SHALL 13E PERMITTED TO DE .r."ll',"I"M x4k M jias�"�osool-�n,aw's�j I I.. I I , i , I I I .r'�,,�;,.'f,.,�l,*,"",�,,�,,�";.,Al,��u�31I TOR SHALL HAVE SOLE RESPON51E31LITY FOR ANY DAMAGE OR INJUI IES CAU E Y - :-, : ,' ,;;' � �i f I I ; � ... . I CONI PAC K 5 P [3 OR ''i I , Ill 1.11,11,111,11--l"--Ill""-"",-.-"-.................---___­­........­­­ I , I ,, ,, "'i" I I �11V'1;10.�I � � I `%­,�i — 'id,�m,,;�,?,�,����,�,m�,��,>,Xw,f _ , � � , "'Z il"Qg=wi�lss r��,sw��wi,s NWks'.14U,"OU��WOJ 01 i , w-'-4. - I I ­:,� � � I i, � , 1 ! ,` - - � -Hr- EXECUTION OFTHE WORK. I I TECTEP. i �M,m 1 1 1 1 1 ­... I..",......I.... rw�,:,,,w,,;* ��,i" I I ­Z,,�ie",- ,�. PUR\ING �11 - � ,� UNPRO ?x 11 I - �w�M,i ,4i- - � ' - -l" 1-_ � � . I I I I I � I I I � I � z,t��,,,,:=­,l s ?I 1-1-11.-I. I I, I . I�Umw ,`�i�q I W�110`fO"Iww` � 5. GLAZING IN RISK CATEGORY 11, Ill OR IV 5UILDINGS LOCATEP OVER 60 FEET (1b 2b,5 MM) AE30VE THE GROUND , ��W,4�-� *� - THE CONTRACTOR SHALL LAY OUT H15 OWN WORK AND SHALL PROVIDE ALL PIMEN61ON5 REQUIRED P I sXW�A40112 ` "7'4..: I t lrl�101"'5_ "���,,�"I'li�Ill""."�,�'�"!It�I 111. .1 ,5. AND OVER 30 FEET (9144 MM) A13OVE AGGREGATE SURFACE ROOFS LOCATE W THIN 1,500 FEET (456 M) OF 'it","t,'."�,,,,loI� � I �" ""''t's, �,', I � I . � ��01�1t%l.,!y , w 11 U, . FOP, OP'EK TRADES (PLUMbING, ELECTRICAL, ETC.). � I THE 13UILPING SHALL DE PERMITTED TO 5E UNPROTECTED. 9 I �, .. I I lo�tg-'�"'�a q I � 4' � - . . I "g/'�,w#/ 'im".lir"itzroximm"a'm I 1, I I I ""t"ww" . I I I " � 1 —60— 'alaw_Es,,.,s,,,s,�,.�ss,,Ai,,.��,�011 s',�K. -i I , I 11, I I ,11",�I � I I I I I � I � I 0 *4 �4 1l;i;=­ It", 1 �sl �Ikl'w, I I I I I I , � j� �, .=Ll�,�C,11-104 sis,`,A�;W.likwylb . �! � .,,l�I�,=1 to�1:I�2 �1`1-��211 / � A 4?� ,�,­w,./,�_.ii,,�iww,"o.",ii�x,�1plle� 11 I ,�'� � I I I d 4'.tia"A��:mwt��SsAiiq e,041)M4242;ss,vsslit st, 4a,V0 4t M4 x .. I I :l��,�­I I , I I il�i, � ' ING AND ELECTRICAL WORK SHALL 13E PERFORMED 13Y FER,qON5 LICENSED IN THEIR TRADES, . I .1 , �, 9. P1 UM3 � I I � - I I I I . . � I I � "W��­A Wsl.��,As"IWMII';,-�*;sg&'111,i,;,?WA i I 11 4."V,4 lswm,W 11� I I ,� I I I'll, , WHO 5HALL ARRANGE FOR AND 013TAIN INSPECTIONS AND REOUIREP SIGN-OFFS. "i I uwmf,c�m,,I.�,,�fW, Ak� I I I I I ,��.11,17,11,���11:11,11,11,�'I'll,"��,��011�*.�,i�I'll�l/,.,f�,,,-�,����'o'-,�,,�,;"",.�44"f"i,j��,-, I - I I ,� ,�; !�, ��4l, ei'mwsi,w,� I ,:, i e I I � I ''-p"�, -1,,.,, I i I I s1I <is4j,4 qo,� . � � _ � , ­ � r4� li)a �Ilrs 44hypiw',,i:4.1,A4�14�W I I 11­- I� �-''���_�',1,1 "11 11- � �,�r-4';l iliim"1�0,1-w_,i,v,m�­ I I�-��, I I I � " . I ­ .... , , - I , I �.V,�,,�;"",,.���:1-11,�110.�l-VIIII,��4"cvA, � . , , , , f . I I I OW � I 11 � I I I ­­ � � � -�-------0 -,,l I . I H , I . � I I ,- CONTRACTOR 5HALLDO ALL CUTTING,'PATCHING, REPAIRING AS KEOUIKEP TO PERFORM ALL � , "' I (! , I �,A�'", % 10. TL i�_ I I I nw Vtfte�soff,',;,w� I 'if 4i"si 1 1 1 1 zmrw,�V�z -'W' I : O', . =4 I � "'.......� I - � I ' � 0� 4" �" ` I , -_­­� \ i w I I I . . . -E E: � z I I I . " "00�""""_,'" 1 - ­ OF JH1 WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY DE REQUIRED TO . � "', , " I , "____1 I."i,�...11 I I �� 2 111�T^14 l�'All"",�.V,�lgo�,,�-.-V,I,;�,4�',6',?��,��r4���,,,V,�ss5 � ; I � Vw I I . 11-1-111 I-i 9 11 1� � I � WrIMUT yz11"ss1smvwii,/,n5,:, �,X'n .� � ,�I I I CON/If"LETE THE JOE3. I I � "'-1-I'l I-1 I I-1-1`1",11 I 11. ­ I � 111,111, .11 I . �" I ".'i,,w_1=',V==v I ­ � I I �� I I . . I S I - I I I . TABL. Eil ' ' I : zi_.�,_:_1___.�-_� I .1 le� .,.,,=."0n'."'-.. oxwitx �1,�-fti..Wk"Wo 14 VW40"ym,V.�'11� I . "I - 1; I , 009A,2_ .1 I 11 I . - 2 Z,1111'=� � I ,V*40,40 11 ...I...�� -I . I I 1 12 omu5 s"oll�,is, 1 "I ; �, 11. ALL PIPING AND WIRING SHALL DE REMOVED TO A POINT OF CONCEALMENT AND SHALL DE - Mt4E PEORIS PROTE141,01"I#A�Tlujfflov '1� t 11"111 "i'"M I I I . , , " " 2 ` ' ' � � = il I ""' 0 "2if . ,% I If I 1=114".12.1 1 1�,�l 124" 1'-;'--'M� 21iish Iz- 1 , . I, � 1 �41,?Vll,��4'd Fw�<?�wio at�pup—P i�ixs�,st"xo�0.,�.d*,= � " I , I � OW . "' , SCHSOULE FOR WOOOSTRUCTURAL PAt4EL ­ I I I I - I w"WIVIOV oft-,�$ltvmOi ox`iwnil"0111111�. �xAtsvgm I �11 � Alllsllu� ,04viiiie", , I FROFERLY CAPPED OR PLUGGED. I . I I 1,'I I .is�-�,.'Issw,A-= I I ,�,­_ ­­­I__1______'_'�' V11",&"'wite�ti��,.m.�34,A,Ay ofiwil�MV,44.x lva,,V,w"W1 m4p�,/s-iwj __ ­ vfr�,,31,,�,a�tl.vllvlll�,�f"�rlm I I � 1, I ,,,, "I .R SPACM0 , - I , I I 1. " - FASTENE 4 ifirwh#s) .t ,�'r I �,,�v.,����e,,�"*��ZAA'�,?�,��,�,;, � . I ,.. , - zi�1. 11 , ; I , 'm awsa 'Nss 11�410110, .1 I I �I . I . "" � , . � I - THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR,REQUIRED INSPECTIONS 1. FASTENE -j- I - .. --I , lsis.<i 11 I I I po IP .A"t. '�Ii%, \ 11 ,4ftW41 . 12. A lym lli�j—jspz�- . I I 1 . I 1. .g:Fn4tivA�m. - 7 41144ts I nof I 6 f0t 4 All"41 I I , - - -��;��'ll""�;,�;.7�l",��l?*i��v�t,�,�l",�,M�,�,,�011""I'la,�Illg ".1 I . V I , I I , _� �Zii =:=,,,. [�Am`,ivl � " - st 11=f M r' < ..,"" ,� N \ =121�11:1'=. AND 1,.-1',IGN-OFF5. ��,I=m Ito of,v�01*zw�i.;i�i;'A td,mmy,1`� ' , I - I ; A � I � .. .1"',�.'L=I'A 1, 1% 11 I ,`f,= V* , � 4.4(W $Pon ,�&,04 t. Sp : i�"'.Y,.�".W/m� ,K4 I I I *.v -,tot I w ;���/w,s,jk4�iiO iis;iii k,,Iti,AiA f�j.9,6 ii�t ZeM;si om 40 a 114 1 I 11 I Z V�,.w�� �,,. ,4.sis, ,;t,,;,"' 11 " I I I .1 --,---,-- —_____�,___­­­_­­ 'o,s;o;0Px"jvsi w�&xw 10,�/,oss,s 10,,s,,,.it.i�P,ixA,'A P.VE&ft 11 .. 1-1 I 01 Am 42-11 , 9�v�,P�,����,,�,�,�,0,�.'��,�,0""*,��,,,,���l-,�,,�"I'll./�, - I I ,� . _1111-1-lell . I I . . . �. I I 1�1_111 � ' ' I Ir �, I , -1.�'ll,����=21��!.�,,�""i"",i,�""": 9"wU", wo�i�,.W� Oil :w I�1.11, � I : 15, IF ASF3ESTOS 15 DISCOVERED CONTRACTOR WILL REPORT EX15TENCE TO ARCHITECT AND EITHER N. .Pi,8 wood-screw., 1= w .�gg w =1 ka4iixw�;X.im I 1, I - I i I � '011M m - . .1 I : ," -Ivl�fi�l,,Al�-;��..�.,�Oil�,.�,rA,Wlllll�Pe,��1,2,xk,�. I I b, e atv0wr,wido;x � I I 1_13=1111.1114�,Wll",X I'll-11,L�:1.111--l'Ill.,ZL�l;=O'I hax"­ I I . . 46 'it) . t`s;411�1`=: \\ �,w�,t����,�,,�,,,,,,,'r�l'.1v�01,1�4p"�,�,,a��,,,I�,e,,�,1,����, � LEAVE UNPISTURDEP OR REMOVE IN ACCORDANCE WITH REQUIRED STANDARDS UPON APPROVAL DY I , a J, ! ayF�,A,I,�W2�--M,���;dit�,,,�b�it�'geeg,ft,�,��4.",��o-al,lv,. I , . I I �, ARCHITECT. I I . irwil axibeduumit ic . � . I I , , , � I I I , it" 'oss"J".if. -11 19111"t- I " .. I I=?Z1111 IV 11,111t ',I 41T 11 WW,M�,�W,Ior - I mm SQ)kv- r -'lsw I � 11 I ,=m � 1 .4� s. .� I =11�1'1, MVP . : ., . ; iAwt4nmA,0ov ;A _�.­,,,,1,,,,i­,isVM.�, I I­­ I . I "I - 111. . I I bai'Alb i �M � to We � - , :1 11 I . I F,x-x_w;m m,=_­,','zm, aw I I � , 14.THIS SET HAS DEEN PREPARED UNDER A LIMITED SCOPE OF ARCHITECTURAL SERVICES WHICH ­ I .1 - I ---I-—_1s1__1i`111`11111i`_1_____ I . ,�ss'z"-,-m, "I'l""zl",,,,.,,,,-,,,�,;,�ll,",S-"�,;,,,��,�,,,��;�mri�a,,, I I ,_� ,I 16i I'l; ,w I I COASTAL BARRIER RESOURCES �, � . . I POE5 NOT INCLUDE THE PRODUCTION OF FULL CONSTRUCTION DOCUMENTS. ANY DETAILS NOT SHOW I �, � SYS.TEM(CBRS)LEGEND I'll I - I I I I . vasgd md1brvv11,h2:ii: . I I �, i AKE THE SOLE KESFONSIDILITY OF THE CONTRACTOR TO DESIGN AND EXECUTE INCLUDING 13UT NOT 1. 16 12 1 !1) 'I :, I I I I MiFL 0171H I if � � � .1 . � -,�' 1`611"11 _­__ .""­_­ I ._­___­_­­_­ . ] * � . � I I" - 1 It"Clubvdiul'aw. I I I I, lltlskVOPIIINSA�4. 1111��,� -U,f Ill, LIMITEPTO ALL DETAILS PERTAINING TO WATERPROOFING AND STRUCTURE. 12 i ! I �s, --mi,J 1.11111.11-1--­­-­­­ 1.11...11.11,111,111 . : i .i� .........I..............A­­_�..........�........ I I � . 11` Isl � , I "�sffi . 0.11........ I I , IX;,�-,I,tA,��j"I,A�,Phll�' 114yllir,O."IJ Vs '11 . laig ­ ' FIRM ,,,,�,�,�,-,-,,-,,,,,-,,--,,,-,-,�.....-.../­ 11-111111-11-11-1 I I . i, 01,11011, ,__ 14"'M I i I .111 I " ,��._ ,, _ IM,iI UMM, I I I mimt=111 I 1, . L -,--,,- ""'I"! I 1'r . "I'll........__'_..... . � I - -1.1,11u, .m Wss'st,P T !s -­­­I . s i .glml ,FL000 lf45ljM149 We,.4W ` "­ . . I i: j � �P I 11 I I 11 " diia a ` i lsi-114-04001M,&o. 1i I ii - ; � I ,441.1c - . .11, � .1 �"I" i ii; 100, :, -III- , It d mT semet bg- !I .1 . I - ; : i: z . I 11 I I : .1 I r TLS,lis &Airoii I I : : ��,,Uwovwjjtoy,NL I !I '!"�t : i 0 01 : ivy)(ORK � �,� , I scr -bas4danchor, I : i Al I� fAU,JilA$f;,lQW)N3) ,i� � I sIv, �t'NILI s i i � ii, I I : 1� I 1 I,ei, : , , I I!: , 1 16 1 1 : : s. I I I I I ,fi/l' .if>: l � : . i: . I I vihd 2 i 11 elnlyed- I I 11-R,,W�I WismW Ntit",A Area,PPM I I I 1111111"! :, t,CLNTAM,& I � I . � I I I noW R114isk"U."1161 A10isVot.X RA;i I l"u,nxiso 111V4 f WU 1p. I I 'Ili �_ h -irry I -1 I I I . . � I I � � I � I , . I 6A!=ETY NOTES , I 111,au leal. .1 I NF&I V,� Pla2s2llf 4f�p,�1*1�T��1-1w�"P"9�l��l�ot�4 X"'WAF, I com4m UUMBER I I '', 11 �,, I - I . , I s, � I — .....__1- ___ ----,j ,2ft%e l� 3'1'1;* "I IN 1�, ,,, . I � �W_1� �, I I ii! fill 011RING HARSORi U1524 : � I I I f,l,*.t.2.��qEl"Aro 11,, �? VI�LAOE OF � I i 1. GENERAL:�ALL WORK TO DE DONE IN ACCORDANCE WITH LOCAL bUILPING CODE, AND REGULATIONS � I, F/ $1, I iu, ", ," , I I, Ij ibm-304411,w'��I.powid""A WS IV!, t laij,10.pa" , 11 I I . ' ;�i"e"kf-.�i��,�fz;v,�f,v"f"�"."gp,?�"yw,�j I - I '� JR, *1 1,i i I I . 0 , "fl ,1.� VEVERISWI% 31080.91 : OF ALL OTHER AGENCIES HAVING JURISDICTION. I ,,-( -0- 4 liit;I'M W . 10 � "... .; limm 70), " ii���=ftuw,PUMMMIII I M . . i.: TOW14 OF I : , I I., I � I I �ii a ss, I rl-wk W411iw_lffiss;Axlif�A.& I I I sil s rX 1 1 1 � ss� sl SOUTHOLD,TOWN OF '360813 i 2. STRUCTURAL: CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY 13RACING AND SHORING 4" Th,fi� iAbW: 0 Wwol ori, ,140.oxqgi 'mcio'l *.j..*0,1 ,,'.m,'l4.,a 4,$,4 t. aw nk oxif 1i i .I : 1 -11, I., . ; : I flm,imflt�arwisl prowo"Am�CPA) I I i I 1i 11 - ,/, I I I I b � . I ,P11i. �,."."",�,���,�.,�eIv,"��i,�u,�A�f,�.,��-,�l.n . I I I -Is I�': -1. wj,�d/t�, PWW��4vw4c,t"etAla�kA-��rFl�R$f��,��TV�,�w;lv��",fr,v,�,tV� J?"sw� ;; MO.,! 1 WHE�EVER ANY STRUCTURAL WORK 15 INVOLVED. . . " iir.�"1114�­­1s>1,;01111!i`f1�1�i­,�ill,"-, I : . I ':I I I 'll " , 'it, ,,� I �� , 't I<A V,H C.k wmew a�"'I'm��4 : fl I : I, 0.-,,�,, ;.1:",A?�,,;�'Ax��.LWA t�r , . $w11A%44siV%W114w1MQ1. I . : : , ,.Zi 'A"'Am""i 1, I I I TENANTS OF THE DUILPING TO DE 1� , w-14, ,idatrqji, L'�4�,-I�,",,�- of.litt,.N�,,',�Y,.Y,,1,6,ot,'�,K�lP1,811,�o,�l-..�,, I sl w",m, fl� tiallaaipa dmflt� f,�4jitiv 1 1`lsl`;zs;5`s`*. : " PANEL 177.OF 1026 1 � �� k, ; ", I.. : .I — I U�r1?1Amw1k1.V1Arw i.. 1, 3. MEANS OF EGRESS: ALL EX15TING MEANS OF EGRESS FOR � . I m � " I I I IV w 4 am QZU-10100ASAm, I ii I . �Fasamms S/1 all We lomml a- , , r I i'llich fiel"flvt ttlg ­ . I.: .1 11 . . . I I I ", IN , -�Flxl H MAINTAINED CLEAR AND FREE OF ALL 0135TKUCTIONS, SUCH AS DUILPING MATERIALS, TOOLS, ETC. - , . I auniumma V I - jr1he Pea d, - � id� I ; ,; . w0waw dim'.1#11011 dw 'am.112"'n wall, twva,d1,)q vlth ,mis 1V4A1isss/.fmV1VfV1ALta4 ; ,"; �, �,�,,�;.,V,;�,!,�,�,,����i�,,sr,00�"")��T) -, A be dt It Val i - I . sj m I sswsspby�4,e,W,it N 7e&ii I Is 1 4. FIRE SAFETY: ALL DUILPING MATERIALS STORED AT CONSTRUCTION AREA, ANPIOR IN ANY AREA � t; uad I 11 "'" ' � , ,,, v A.... 11: ,�,ni���4t�.,i,o��,tit-�i�i6illoil.b.y4b�,�iii , , " 1. xlmldiuq.�fi-allw�F�01?110/1n� I �1,1��,'�-.111,�,�,;��O�-11�I.Illi�,-�,,�,�,� I � 1 , :1 ��14�.V-., l,?�M­w,�w*nA iwk",s1,,A4 s., . 41 ow�fi44 4f�w 44�6K C'Waq.cw,�WuM4 kowwu�SOVIM 0: -M* .�"``E.= "', - '. " �� � �, ­ � I I I � . JA � I I .s" � I OF THE 13UILPING AKE TO DE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS TO 13E I , � I��' It 1=110 ,4:"�:icAlr,j,Vw. DWI '&I i 'O , .-=Y. kollb kvcawdajuludt , of # f kiam W61 I im I I mill ZiL.""J, r, ,,.7",,Z,;t I V WCIMS I I �,;�W4�, i i�fi 10,t'*�Q Q ��,t I � I :l" . tot : I . I CONTROLLED DY OWNER AND/OR GENERAL CONTRACTOR. I I ; fli vwuo w %,9��MVI I I "I , I. MAO NUMBER , i �.,a wsac m, I I I I M.U`1 - _:�m,1111,1��4i, -I,,---"I ­_____ I-!: 1 5. DUST CONTROL: PE13KIS, PIRT, AND DUST TO DE KEPT TO A MINIMUM, AND 13E CONFINED TO THE I . I I ht Wswl -1111,j 404041 .1 ,is 36104CO177H , ,,, ­0_.P_.fl0 I. I I I I fd, 'k lav p I'l , "'."I m -, 0 -s �yb*m vVil dny ,4641 t'� wwu,famh . 1 �2VIIIE ?.t:,�mv 1 .&05 i 5: 1 � � __ � IMMEPIATE CONSTRUCTION AREA;AND 13E CLEANED UFANP CLEARED FROM 3UILPING PERIODICALLY I I 03-W41 411V m AIWII AX way 44 ,u.mww. I I : . I F_ � � �t�Fix.) 0 M�Xr............. XWe';1ANU si �1, I I I- ;, I amu-6.4 tm,iu�, ,�-i),w�mi,�>,I,,rt,,i�,,�rA,�t', alkiliews jum"ht 0, "fludumut '11.1 I . � U17sa - , - I dul,aw ,�,, RED , " :: I " I I I , � "A Mtt,�W* - , MAP REW, . 1� I _,,�I . 1 I r �; ! TO AVOID ANY EXCE551VE ACCUMULATION. ,! vadAmplu"s o. s n1W?11 I "' 9 'i �� oiAftfltiM 1 � ,�- '��I � 1 n SEPTEMBER 25,100 - . imilhilka",d - ,,-'q ,f,Ii'M plaio-tk',� I i � ;ii"� ,i I I � 111111 � I �� - I :,� 6. NOISE AFTER H�URS: CONSTRUCTION OPERATIONS WILL DE CONFINED TO NORMAL WORKING HOURS: - I .1;�ii 111L�I I 11!�12�±11_1111iff.Otalugolwif A�.a4q) 11. " __) - - . , l", 11 . ", I " �7_1 ��77 � - ­­t-11 ,11 _ _j V _1 - 11—A-1-1-1--- 8 AM TO 512M, MONDAYS THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS. � s ­ �7,� 1. 11 � --j 1� Lz? �"' , . " I �- I 1 7. CONS TRUC'TION WO�K WILL DE CONFINED TO THE PROPOSED CONSTRUCTION AREA. CONTRACTOR I . � ': - ) ,__­ -,- I V] D 1: P � I I � 1.."\ U-01 1- ij I I WILL LIMIT TO THE MINIMAL THE AMOUNT OF DUST, DIRT, OR OTHER SUCH INCONVENIENCES CREATEP ,.i V" -1 2 ? ,�(3.lg ) 11� 1, I I HER AREAS OF THE DUILPING. . 1 ,4 g - � . , P t F I . � . I � TO ALL OTr I � I I I � , I - -q,j-�1, r, T)E"';,rT- I SEP 2 018 1". . I I I I . I I I - 11 � . � I� . ,, j�_D*_24 �7 I _ -j I I I � I "q. ()LD � � " I I � I � I I . - '11U . . - � __ � I 11, I I I 1 ; , 1. 11, I - ED Ak,- � I I " ___ � � 1. I , -, I . � , _4 11 - � I � I . 1, I �� ,,, ,:,�,, -, i 1.4 1� I I I I � I -I 11 I rl, ,,�iN OF 5 "" , .,�. � I( I �,,..) t�T' 'i � I" �,,,, - ��"I" � . I . 4..,.,.,�11 "�.!W.'�*Vny�,-n � I "��, -_ ,� I I - "I ,t I I ,z, I . I— ME, ___._ 1 ­,"11IN1111115111"'I'm ­ - —_ ------------- — w 47,77-77,,,,,4�,7.7'. I I I I xmm . , - ' I, . - I I I . .1 - � I " �`,-��*�:'! )',,f,D 11 - I I . a AN 19 'E C) DRAWING TITLE: PROJECT TITLE: I . 11 I NORTH REVISIONS: I � DATE ISSUED: lb/12/24918 DRAWING # I I , I . 11 I ,,'� I N UN m (3"R I S A F I . RA . - TO EXISTING DWELLING I I A& NTH`& NY 9 * 11 . * COVER PAGE ALTERATIONS e% P-% � " AMENDMENT TO 5U1LDING`;FEF,M1T to I ELENTAR"" I'to)—J ARAMILLV KEZ43ADENU00"E 1 4 1 . � SCALE: AS NOTED [am 11'si ., � J I . , w. 1w;;n 85 OXBOW LN NEWFOUNDLAND, NJ 07435 , 19 ddmmnL I -40 17 T. 973.545.2414 agrisafi ra@hotmail.corn P 4523 1( 50 KNOLL CIRCLE., EAST MARION, NY 11 939 sk m I I . GMOO 1001 _ IN . I . 1 - t SCTM # 1000-37-5-21 N I . DRAWN BY: ' '� AGC. . - 11 - I � � � I I . I �k_ � , I I ­­ I I I � � -I---- -1-- -I--- -11-1- ____ _1 I ____ __­_ I—— ­ �- --1. - __ - - _ -------- � ­ -, � - - __ I __ -1 1 -1 - 1 -1- - ,- I - ----I�,��� -- - - - - - -- - --- - -, - __ - -­ -, _.- I -­ --I-,-- I - 1- __ I ­­ I .- I _,_'­­__­ '­ �­,- ". ,­�­ " �, _' ' � 1 -, _--_-1 _ � I I � - - - - - __ ,---- ___ __ ---,--,- __ ____ - --------------------------------------------- __-______ _____ __- - - - - • Se ,on _ Settton Software Version 4.x.5 tons veriftd iFiid ► rif��d se�tlan REScheck # Final inspection Prov1. # Foundattan I»spectlon Compiies7 Comments/Assutt�ptto»s 1slons Complies?., Comments/Assumptions Plans Verified Field Verified - spection Provisions Com lies? Comments Assu1. m tions 6. !e ,!D & Re .iD Value Value # Final in Velue P / P q.. _ _ - �� �...�,.•......._.....,.,_ . • __ g_, __ _ _ Value ■ ■ _ _. ..._�,..._ �. . _u __ 303.2.1 A rotective covering is installed to D M.. M.,:.: >.� &Re .ID Compliance ' Com lies 402.1,1, ,Ceilln InsulationR-value. , R- , R. DComplies ;See the Envelope Assemblies '_ [FO11)z'. ` °protect ex osed exterior Insulation Wood 401.3 i Com liance certificate osted, ,{ ❑Complies I P ❑Does Not 402.2.1, ;'❑ ❑ Wood :❑Does Not table for values, 401.3 p p cyix : and extends a minimum of 61n,below ; 402.2.2, 1 ❑Nat Observable; :D Steel , g 402.2.6 ❑ Steel ;QNot Observable : d ❑Does Not , ❑Not Observable , rade, jDNot Applicable [F11]� ❑Not Applicable ❑Not Applicable 403.9 Snow-and Ice-melting system controls;❑Complies ; [F012]2installed. `ODoesNot ` � _ � - » �. ��-.»-gy-� m-�--�_ - 303.3 !Manufacturer manuals for ❑Complies I Project 50 Knoll Circle Renovation i 303.1,1.1,'Ceiling Insulation Installed per ❑Complies {Fi18]s mechanical end water heating ❑Does Not 1 iQNot Observable; 303.2 manufacturer's Instructions�w � O , Does Not systems have been provided, ?❑Not Applicable [Ft2)1 Blown insulation marked every J❑Nct Observable 1 Energy Code: 2015 IECC Additional Comments/Assumptions:Ions: 100 W. L. . I -riN, QNot Observable ; , Pt _� �,. sill Applicable 1 Location Greenport. Nevin York ❑N PP �� i ❑Not Applicable Construction Type: Single-family 402.2.3 Vented attics with air permeable tOCompl9es Additional Comments/Assumptions: (Ft22]2 Insulation include baffle adjacent ODoes Not Project Type: Alteration to soffit and eave vents that :: ' Not Observable Climate Zone: 4 (5572 HDD) extends over insulation. '. O Permit Date: .Section w ---- ; ...� __;..�.,., :_... -,.�,_.-,.,-..,-- ❑Not Applicable Plans Verified .Field Verifiedr. # Framing/Rough-tn i»spettian ICompites7 Comments/Assumptions 402,2.4 ;Attic stress hatch and door R• R• ;OComplies : Permit Number: &Req.lD-1 I _ �, .• ___� - �v, _ V�lue Value .. ___.n*- 1 _ _ w__ w {FI3)1 ;insulation 2:11-value of the I Does Not 402.1.1, Door 1.1-factor, ;M U U-- Lkomplies :See the Envelope Assemblies adjacent assembly. a O , Construction Site: Owner/Agent: Designer/Contracbow. 402.3.4 1 _ :❑Does Not ;table for varves. a ;C7Not Observable 50 Knoll Circle John Elentado Anthony Grisafi (FRl]1 ; 11 : �.ONot Applicable East Marion,NY 11939 50 Knoll Circle AnthonyGrisafi, RA,LEE❑AP � ,©Not Observable 402,4.1.2 'Blower door test @ 50 Pa.<=5 ; ACH 50= E ACH 50= ;❑Compiles t i � ;❑Not Applicable : IFI1711 'ath in Climate Zones 1.2,and : : 'ODoes Not East Marion, MY 11939 85 Oxbow Ln °-°� � __,_,0___._ - , �- -- !<=3 ach in Climate Zones 3-8. � f ` Newfoundland,NJ 07435 402.1,1, ,Glazing U-factor(area-weighted n 's U• , U- , Complies !See the Envelope Assemblies ; QNot Observable 212.740.2915 402,3.1, ;average). t ;❑Does Not table for values. I :❑Not Applicable agrisafi ra@hotmail.com 402.5 3 ; ,❑Not Observable i 403.3A �Duct tightness test result of<-4 � cfm/100 : cfm/100 -L]Complies � [FR2]1 I 'ONotApplicable IFI411 :cfm/100 ft2 across the system or j ftp` I ;❑Does Not 0 i I I I ; ;<=3 cfm/100 ft2 without air handler @ 25 Pa,For rough-in '❑Not Observable : 303.1.3 ;U-factors of fenestration products •. OComplPes tests,verification may need to .❑Not Applicable [FR4)1 are determined In accordance ••13Does Not ioccur during Framing Inspection, ' __ � I with the NFRC test procedure or 403.3.3 Ducts are pressure tested to cfrn/100 cfm/100 ;OCom Iles ' QNot Observable P P oaken from the default table .,: (Fl27]' determine air leakage with = itf - fti� !❑Does Not ,ONotApplicable , I ��___ ieither:Rough-in test:Total 402.1.1, !Skylight U-factor. I U- ; U• ;❑Complies ;See the Envelope Assemblies leakage measured with a 'ONot Observable : i table for values.Assem��j 402.3.3, ! 1❑Does Not ;pressure differential of inch ;ONotApplitable 402.3.6, , ;w.g.across the system Including i 402.5 I t ; Not Observable ; ;the manufacturer's air handler „ _ (PR511 ; ,ONot Applicable ; 'enclosure if installed at time of { �" . ! _ +: j � test Postconstruction test:Total ' measured tt - -- 402.4.1.1 ;Air barrier and thermal barrier ,❑Complies i :pressure to differential of 0.1 Inch : ; �M� 1 Installed ' Ceiling 1:Cathedral Ceiling 954 40A 0.0 0.026 25 (FR23] per manufacturer's ❑Does Not .w,g.across the entire system Instruttions, including the manufacturers air Skylight l:VinyVFiberglass Frame:Double Pane with Low-E 10 0.350 4 I I `'❑Nat Observable ; handler enclosure. ' SHGC:0.26lowpi .7 11 , ❑Not Applicable I -. , 402.4.3 ;fenestration that is not site built � OCom 403.3.2.1 .Air handler leakage designated ❑Compiles Ceiling 2: Flat Ceiling or Scissor Truss 385 48.0 0.0 0.026 10 plies [FI24)1 by manufacturer at<=2%of t ❑Does Not (FR20] :is listed and labeled as meeting '❑Does Not ; 'design air flow. First Floor Walls:Wood Frame, 16"o.c. 1,738 22.5 0.0 0.055 84k AAMA/WDMA/CSA 101/L5.2/A440 ' QNot Observable or has infiltration rates per NFRC .;'[]Not Observable , Window 2:Wood Frame:Double Pane with Low-E 187 0.350 65 •400 that do not exceed code ❑Not Applicable _•_„_;,• _❑Nat Applicable SHGC:0.29 ;limits. _ 403.1,1 +Programmable thermostats ' ❑Complies - -� �- - - ---�--� [F19)2 installed for control of primary � ❑Does Not Front Door:Glass 21 0.320 7 402.45 ;IC-rated recessed lighting fixtures s , ❑Complies heating and cooling systems and ' SHGC:0.29 (FR16)2`: sealed at housing/interior finish � ^' ,❑Does Not initially set by manufacturer to uV;, []Not Observable Exposed Basement Solid Concrete or Masomryanterior Insulation 623 15.0 5.0 0.056 29 and labeled to indicate s2.0 tfm ; ©Not Observable ; _ code specifications. i ;❑Nat Applicable ; ;leakage at 75 Pa. ,, _ -',�_„�...�� __ �..�. ...., Basement windows:Wood Frame:Double Pane with Low E 27 0.320 9 _ _ ONot Applicable 403.1,2 Heat pump thermostat Installed � ❑Complies ----.-.L [Fi10]2 on heat um s. SHGC:0.29 403.3.1 ;Supply and return ducts in attics - OComplies pumps. , ❑Does Nat [FR12) ,Insulated>=R-8 where duct is1�1, '❑Does Not 'QNot Observable Sliders:Glass 81 0.360 29 1>-3 inches in diameter and>_ ' SHGC:0.29 ' QNot Observable �' ONot Applicable R-6 where<3 Inches.Supply and , ,--.-w - ._-•.•.• •.. .m-,� .-•_-_ -m � �__ West Basement:Solid Concrete or Masonry: Insulation 373 15.0 5.0 0.056 21 ;return ducts in other portions of ❑Not Applicable j 403:5.1 .Circulating service hot water 1 ❑Complies 'the building Insulated>=R 6 far [Flli)2 :systems have automatic or ❑Does Not Wall 4:Wood Frame,16"o.c. 150 19.0 0.0 0.060 4 ;diameter>-3 inches and R-4 2 h. accessible manual Controls. " ,h ®Not Observable : :for<3 incises in diameter. , t'` t' s; ir; p Door 3:Solid 84 0.350 29 -- '° 11�"I'll ❑Not Applicable 403 5 'Building cavities are not used as �, r OCompiies "- _ _ [FR15)1 ducts or plenums. ❑Does Not 1 High impact(Tier 1) 2 Medium impart(Tier 2') 3 Low Impact(1 ler ) " �- Mot Observable _ _ ❑Not Applicable Project Titje: 50 Knoll Circle Renovation Report date: 10/04/18 ""' 4'. �_� .---- Data filename:C:%Users%Anthony%Dropbox%nthony Grisafi,RA11802 50 Knoll Cir%31 Construction Page 8 of10 403.4;: HVAC piping oanveyi»g fluids ; R• i R- ;❑Complies Docurm>ents`50 Knoll CourRrwrittr volt 2015 iECC.,ItKfi: 1 H ct tuner:5 2,.Medim (Ter 2) 3 LM Imp Crier 3) Pr etTi 501Crrr�11 Ciirrrle iimirn 8 j<FlkB� a 105 ®til ed llknds .. :: dam: 11. ,,li�eiima 55 9F a�f,�tlerea9 mrn� Pp��it-i :S®Kneefll mimm �, Data filnamec C:1 Dr+opbboxWnthony Grisafi, RAS =50 Knoll Cir%31 Construction Page 1 anO � s _ 't3tet�� ; Date flename:CWseeAArtthonf►Dropbo:eVkndmnyGrilsafi, RA11802 50 knoll CFr�31 Construction Page 10 of10 Documents\50 Knoll Cir Amendment 20,15 IECC.rck 403 41 (Protection of insulation on HVAC � . `❑Complies Documents150 Knoll GrAmendment 2015 IECC.nck [FR24]1 piping, #'`r s- ❑Does Not k "' •i F , f,4i r d1. I j4®Nat VWmCrVla - l - c NOt 6tabte IFS. -35;i"e edl mils!VW"`esI \ b r ' CttQn AIP� #' $»at lrts cticsr+tl*rovisfenr5 ih : fu�P' 'lfafve' t Corn �', lYrrt!►E �'k9St24�!' E�t3ERs 443.6.1 Ail mechanical ventilation system h t3Compties (Ft25]2. fans not part of tested and listed Opaes Not,.. HVAC equipment meet efl5cacy __ ,'d and air flow timits. ,, Not Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other �_ Observat�e calculations submitted with the permit application.Theproposed buildin has been designed to meet the 2015 IECC requirements In g pact('tier i) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) r j ❑Not Appiicabie � �f�•� 1Hihlm :, � i V 1 Ile PP 9 9 q -- -- - - ----- � - --- 403 2 Hot water boilers supplying heat i ,. #'' ❑Complies REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: 50 Knoll Circle Renovation Report date: 10/04/18 tF12612 through one or two pipe heating ';;; 1 SPRING POND r ...........I"I,""",,,, -will .000 poop „+W+ 00-0 EXISTING TREES TO REMAIN AVOIDANY WORK AND DO NO PARK OR PLACE EQUIPTMENT WITHIN—' "``�. DRIP LINE TO PROTECT HEALTH THROUGHOUT CONSTRUCTION EXISTIGN BULK HEAD AND DOCK TO woo .�''.. REMAIN UNTOUCHED 000 0000 woo r .. ,,. r1 M '. I � j SITE ANALYSIS ANIS STORM WATER MANAGEMENT: 1 T O 1 CID► PROPOERTY LOCATION: 50 KNOLL CIRCLE 1 FAMILY DETATCHED RESIDENTIIAL EAST MARION, NO CHANGE TO USE OR OCCUPANCY 30'-414" 451-03/411 C,1-0 3/4i1 10-011 SOUTHOLD,NY 11939 j (OUTDOOR SHOWER) REBUILD AMD REPLACE OUTDOOR ANF. R-40(1 ACRE) — 40,000 SF MIN.LOT SIZE r 9-7 SHOWER SME LOCATION SEE SURVEY — 10,057 SF EXISTING NON-COMPLIANT (EXISTING HOUSE) REPLACE ROOF SHINGLES WITH YARDSO NEW ASPHAULT SINGLES-INSTALL EXISTINra PROPOSED PER MANUF-ACTURER'S NORTH(FRONT): 30'-41!40 NO CHANGE EXISTING NON-COMPLIANT SPECIF1CAT1ONS WEST(FRONT): 29-1 12" NO CHANGE EXISTING NON-COMPLIANT �� EAST(U�6P �: 2E►'-01t7" IAD CAGE EXISIM N06'`II-COINPUAWT l�1 • N((Sft�: ;�73�" IRS+C�Ilfi�lcGE f' 1 �4�E��' �' � lNE�C�4S FLUE �` '\ REFER TO ELEVATIONS AND SECTIONSOT COVERAC�: t''� BY BUILDING = 1,,404 SF 19404 SF • `� OV-0.75"Il?) NO CHANGE r ` = 14% 14% COMPLIES yNEIN DRYWELL , (141711 0,057) NO CHANGE STORM DRAIN BY ENTRY PATIO = 28 SF — 54 SF ('l x 5-111 (91'-00 x 6'-0w) 4T / ` _ N 0.2% 0.5%% COMPLIES (28/10,057) (54110,057) EXISTING GRAVEL DRIVE TO REMAIN ` BUILDINGH_ — EXISTi PROPOSED: 35'MAX 1591/20 18'-10.50 COMPLIES RIDGE CAP IPER MANUFACTURER'S SPECIFICATIONS NO OF STORIES= 2 2 NO CHANGE I SANITARY SYSTI NO CHANGE TO NUMBER OF BEDROOMS-NO WORK TO SEPTIC SYSTEM PROPOSED r r SRM WATER MANAGEIVIENi': PROPOSED: I TOTAL IMPERVIABLE AREA = 1458 SF NEW WOOD DECKAND (1,404+54) C) ENTRY STEF3S CAPACITY REQUIRED: = 243 CF or 1,823 GAL � 1 (1,458 SF x 2"RAINFALL)!120=CUBIC FEET or(CF x 7.5)=GALLONS ` Y BURIED 500 GAL.PROPANE FUEL DRY WELLS: 6' � I TANK PER 2E015 NEPA 3d STANDARDS DIAMETER DRY WELL HAS 167 GAL.CAPACITY PER VERTICAL FT. g1-0" 10'-31 j2" AND FUEL ASN D GAS CODE 8'DIAMETER DRY WELL HAS 315 GAL CAPACITY PER VERTICAL FT. _ REQUIREMENTS PROPOSAL: ON5 8'DIAMETER DRY WELL x 6'DEEP = 1.890 GAL..(6_,_*31 a� ------ --— 1890 GAL CAPACITY - ------------- T r � I T 1 m C'` C? t 1 ROOF H.P. r r AVG.ROOF ...,_..1*411 may.. ..� +•-- ROOF LF 100'LINE FROM EDGE OF BULKHEAD KNOLL T.O.FIRST F(.DOR 2-011 ITL GRAPE AT FRONT 1 25"1, L, T.O.EX15T.13A5EMFNT FLOOR --------------------------------------- L-------------------------------------- -7-6 112" ' PO �OVAITEC;. / ki �• M l Q AWING TITLE: PROJECT TITLE: NO TFI REVISIONS: raft w z � � � DATE ISSUED: DRAWING # A ° r � 11121�$ AN I HONY 114® SA ,_ = R „ , o ALTERATIONS TO EXISTING DWELLING AMENDMENT TO 5UILDING PERMIT SITE PLAN {, F SCALE: p3A—UhLO AS NOTED 85 OXBOW LN NEWFOUNDLAND, NJ 07435 50 T. 74 risIfi r OIii .COrr� STA TE° KNOLL CIRCLE, EAST MARION, NY 1193 ® , -- SCTM P1000-37-5-21 DRA' N B�'. �4C� A-011 A-011 ('20) D2 13 01 g, WINDOW La �r A QL --------------------------------------------------------------------I UIANG/KITCHEN STUDY RECREATION ROOM @08 08 :E1 u� 0 10"0 TYPE E3 VENT THROUGH ROOF 0 1VJ5- r7`1 17 is 7 5p Ell Go 12'-61/4" 15F, QATH 403 A D" D NEW EJECTOR PUMP 15P, 0 II %I REMOVE PORTION OF LAUNDRY EXTERIOR WALL 1 s I 0 i BETWEEN EX15TING CS tr_�F DOORS --- ------------r------------------ - ----------- ------------- Ell 9 GARAI 07 11 GE 5TORAGE WA 3: L 14 aL - ------ ---------- (2)L- ------- 15 --- -------------'r---------------- MEQW, 516 TYPE X'GW[3 MASTER ME WALL5 CEUfr-, 7/ SAIN ------------ E-1 (4 CL a;� � ❑ D ------ REESCLI RESCM 11 W"o J1 NEW 30"X 30" 18 ------ SKYLIGHT A30YE 9 NEW WOOD STEPS,RAI AND PLATFORM -03 NEW RAILING 3ro"HIGH, PROVIDE LE55 --------------- THAN 'V'CLEAR BETWEEN 5ALU5TER5ANTERME[)[ATE RAILS -------------- L------- --------J UP 5F 4 roe-01. 01 01 5_100 61-� DAZEMENT FLOOR CONSTRUCTION PLAN FIRST FLOO1,1Z CONSTRUCTION PLAN SCALE: 114" 111 -404 1 SCALE: 1/4' 1'-0' II Ili II PLAN LEGEND UL DESIGN NO, W301 1 X ro NO.2 ROUGH 5 AWN CEDAR 51DIN SEE ORIGINAL DRAWINGS FOR NEW WALL: 2 X 4 WOOD5TUP5 0 10O.C., U.N.O. R FIN15H i ONE LAYER EACH SIDE 5/8"GYF5UM WALL BOARD W/1/2"G.W.D.BOTH SIDES. ALL NEW G.WB.SHALL 13E MOLD TOUGH PANELS j ' ANTED PER SCHEDULE VAPOR 5ARRIER __-2 X 4 WOOD 5TUP5 9 16"OC. PROVIDE MOISTURE RESISTANT G.)AVJ3. IN ALL WET LOCATIONS ---------- EX15TING C ON5TRUCTION TO REMA�� EXTERIOR GRADE PLYWOOD SHEATHING AVITY FILLED WITH SOUND ATTENUATION ',"-�.�1--­-CATT INSULATION ----------- ............. NEW E5A5E MENT WALL ASSEMBLY REFER TO DETAIL ..................... ANY GLA55 FIBER INSULATION BEARING THE UL ......... CLASSIFICATION MARKING AS TO SURFACE BURNING NEW EXTENSION FOUNDATION WALL- CHARACTER15TIC5 ANP/CR FIRE RESISTANCE PLACED FILLED TOP TO BOTTOM WITH EXISTING WALL PER STRUCTURAL PLANS .............. IN STUD CAVITIES. NEW FURRING OVER EX15TING CMU .. ............ 31/2"NOM.THtCKNE55 AS INDICATED. FOUNDATION. REFER TO DETAIL DRYWALL TRU55 MESH REINFORCES EACH LAYER RIGID INSULATION COMBINATION SMOKE&CARBON OF NEW W ALL AND CONNECTION WITH EXISTING 51) ONE LAYER EACH SIDE 5/8"TYPE X'G.W.D. MONOXIDE DETECTOR Co JOINTS FIN15HEP HARDWIRED,INTERCONNECTED 2 X 4 WOOD STUD FURRING 9 16'O.C. ........... ......... ..... SMOKE DETECTOR W1 R-15 BATT INSULATION or j HARDWIRED,INTERCONNECTED EX15TING CMU WALL-FILLED TOP TO BOTTOM WITH---- . ............ CONCRETE AND RE5AR5 PER STRUCTURAL PLANS --INTERIOR G.W.B.FAINTED NEW EXHAUST FAN PER SCHEDULE roo CFM (��15ASEfM�7ENT WALL �AISSEMMLY �T MY�P.I�N�f%-�7RA T�fED P A R T I T 10 14 TYP. 1-14R, RATED PARTITION eg TM *Z B ! LE: 2�1��O ALE: 1 1/2" 1 -0 DRAWING TITLE: PROJECT TITLE: NORTH REVISIONS: DATE ISSUED: le/15/2el& DRAWING # m Imy "RISAF1 RA AN M mop, F win %2 1u) fn ALTERATIONS TO EXISTING DWELLING > 0 AMENDMENT TO IBUILOINCs PERMIT BASEMENT & FIRST FLOOR D2 1511, r" Apo% SCALE: AS NOTED EUENTAR10-JARAMILL0 aRE"SIDENto'"NE 85 OXBOW LN NEWFOUNDLAND, NJ 07435 o AS-BUILT CONSTRUCTION PLANS T. 973.545.2414 agrisafi_ra@hotmaii .com 23 50 KNOLL CIRCLE, EAST MARION, NY 11939 lv'E�w Yov, SCTM # 1000-37-5-21 DRAWN BY: 1 A 030 T.O.ROOF ROOF 1 T-8'I —.-- NEW ARCHITECTURAL A5PHALT - 5HINGLE ROOF AVG ROOF --`�l AVG ROOF, 000 '1 NEW 1 X 6 RAKE - REPLACE EX15TING GUTTER WITH NEW HALF ROUND PROVIDE AND INSTALL NEW LEADER5 IN EXI5TING LOCATION5 NEW 1 X 6 FASCIA i'.y,,l .,3•;. � :,,� 'il: 13„ I"!t� ,i�f. ',`y„I�f:"~,If: �i 7`h„ 'fiNY' I t�jl ; 1!(II r3l ' :?ti�lli, W WOOD 5TAIR5 AND RAILING 5EE ORIGINAL SHEEREFET 5-100TO TO TA1L54, 5,&6, ARCHITECTURAL DRAWINGS —_ _ — - - - -- -- -� T.O.FIRST FLOOR --- —__ --- ---_ T.O.FIR5TFLOOR 21-p II 21-0 ,1 T.D.EXI5TING FOUNDATION Olt FIN.GRAPE ATFRONTi{ ;;;; L— FIN.GRADE AT FRONT fl :Iiivfi: I NEW WOOD 5TAIR5 AND RAILING AVG.GRAPE D REFER TO ETAILS t4,5,&6, EET OPE —LINE OF EXISTING -4'-6112 FOUNDATION BELOW " I FLOOR .EXIS EMENT FLOOR T.O. l5T BASE ENT L00 - - ___ _____ ___— ___ ____ __ ___.___ __ —. — -�------------------------------------------------------------------------------------------------------------- - X ,,w...W>.W,..._ ......_..0 ,� A_..,•........ _,_._.....,..-.,..,...,....,.w.... „w_. .,. ,. N .,,.,_u..,, . T A5 L _ -61 _ ___ _ -- -T-6 112" I i L---------------------------------------------------------------------------------------------------------------j NEW OVERHEAD GARAGE DOOR ` 0"OSM DIET E. VATIC4 PROPOSED NORTH ELEVATION 1 A­0 VENT FROM GA5 FIREPLACE SEE FLOOR PLAN _ T.O.RGGF ____ T.O.ROOF — -----�_._.—_�._ — - _—__vim.-------- ------ --------___.___--------------------------- ---------------------------- 1T-811 ———___————.�_—w—'''"`—�,_——_—_ 17-S / 0000 -- 01 \� q SEE F LOOK PLAN AVG.ROOF � - --- -- - - ---___-- --- --- -----_— _—.— ---------- --___--------------------------------- ---_--.— —.—. . ' .--..--.--.�.--_.----------- _ - .. -- - - _ — --------_---._---- AVG. F -T 1�F=•411 W 1X6 RAKE op `\ 110 REPLACE EX15TING GUTTER WITH NEW HALF ROUND GUTTER FROVIPF AND IN5TALL NEW LEADER5 IN i :,a•3• 3 si EXIS TlN NS TIO ::3•: ''.;•:: , i .,. : .. „ :.... G LOCA y. : 7 i+i! 3 : is 7 ; t lA FA5G E W 1 X 6 3 : k: NEW W OOD STAIR 5 AND RAILING NG 1= -°E M, 7 REFER TO DETAILS's94r 51&6 l a , SHEET 5-100 i�F:a :J••- LE T.O.FIRST FLOOR FLOOR 71 K 2-0" 2-011 EXISTING RETAINING WALL NEW SIDING — SEE ORIGINAL BEYOND TOP,EMNN ARCHITECTURAL DRAWIING5 FIN.GRADE AT FRONT I �ri J TDOOR SHOWER ENCLOSURE am, I I i TO MATCH SIDING 3 7 73 LINE OF EXI5TING MR n,:kms "a' :• , .: FOUNDATION BELOW — TO EXIST BASEMENT FLOOR I _________________ ��, ,. _ _ ._.__. —_-- —_.— — v, T 0 EXIST BASEMENT FLOOD. -7'-61/2" w-,, a; _ _ ..,,.,,.:...-----...,,�.,......�. ,.,.,.,..,.._, -------------------------------------------------------=�: r ~ -T-6 tf2 I ; L-----------------------------------------------------------------------------� PIROPCO*E 8OUT4I ELEVATION �� PROPOSED SOUTH ELEVATION AtVc� ` � - , ���N. - I DRAWING TITLE: PROJECT TITLE: NORTH REVISIONS: DATE ISSUED: 1011512018 DRAWING # ANTHulmy M. GRISAM ,; ALTERATIONS TO EXISTING DWELLING � T EXTERIOR R i R E L E1/AT I N SJARAL41LLO i AMENDMENT TO BUILDING PERMIT ESC O O 0 , _� SCALE: 1/4 - 1 -� 85 OXBOW LN NEWFOUNDLAND, NJ 074351, � >~ ^� qs,3 50 KNOLL CIRCLE, EAST MARION, NY 11939 ® m T. 973.545.2414 agrlsafi_ra @hotmaii .com Ya� ,� W � a DRAWN � : ,qC� ��,w SCTM # 1000-37-5-21 EX15TING RIDGE TO REMAIN 5EE STRUCTURAL PLANS T.O.ROOF --�— — — — — — — — — — — — — — — — — — — — — — — — —•—•—•—•—•— — — — — — — — — — — — — —•—•—•—• . 17'- z NEW 10"0 TYPE B VENT THROUGH ROOF 9 5TEEL THRU5T RODS 5EE DRAWING 5-100 FOR DETAIL AND LAYOUT d I ROOF INSULATION: 5EE 5HEET EN-002 I A I I I I I NEW 1 X 6 FA5CIA I I 0 I I I I I I I I I I I I I I I I REPLACE EX15TING GUTTER5 WITH "l i i NEW CL05ED CELL INSULATION WITHIN NEW HALF ROUND GUTTER5 I I ALL EX15TING EXTERIOR WALL CAVITIES I I I I I I I I FILL CAVITIE5 WITH SOUND ATTENUATION NEW PREFABRICATED GA5 FIREPLACE i i BATT IN5ULATION AT INTERIOR WALL I I CAVITIE5 AROUND ALL BEDROOM5 AND I I B ATHROOM 5 I I EXl5TING FLOOR JOl5T5 5EE FRAMING PLAN FILL CAVITIE5 WITH SOUND ATTENUATION BATT IN5ULATION ----- ---- — — --- -- -- - - --- — - — ---- — —.. T.O. .—.—.—.—.—.—.—.—.—.—. — —.—.— IR5T FLOOR T.O.EX15T.FOUNDATION — — — — — — — — — — — — — — — —•—•—•—•—•—•— — — —•—•—•—•—•—•—•—•—•—•—•—•—•—•—•— r — — —•—•— — — — — — — —•—•—•— — — —•—•— — — — — — —•—•—•— — 0.. OUTDOOR SHOWER ENCLOSURE BEYON t9 NEW DROPPED CEILING " 1/2"G.W.B.ON 2 X 4 CEILING J015T5 0 16"O.C. r � w EX15TING FOUNDATION WALL u FLIFFING AT ALL HABITABLE ROOMS / IN BA5EMENT;REFER TO DRAWING 013, SHEET A-003 EX15TING 5LA5 ON GRADE TO REMAIN I � r 1f:.O?.1E�1151f..�9I1ti11E1iW1f FU.+�s'>1!' SCALE: 31W 1 -0 •4".O 501E STACK THRU ROOF ROOF 5ATH _ KJTCGNEN - >r---->�----j�—'— 1 — --•—;— — ---� NEW GA5 N' NI CV' ' N 1 1 FIREPLACE N 'N r-, SINK ' 'N �— '— ' r i— RELOCATED w.C. I W. 'AV LiAV ' t LAV i 2" 1 1112" GAS RANGE 1 Wi D•w. i ' i �4" ��" FIRST FLOORD ; SHOWER TU6 tf7 ' C� tS) 1 cfl (s) CV N N C.O. 2„S 2"S 4„S ; C•0, 1 }ATH i OUTDOOR -------------- - - -�---- ---�- SlHOWER >i > NI Nt N 1 1 N 1 NI IN PLUI" 51NG NOTES LAUNDRY RELOCATED RELOCATED RELOCATED w.10. DOILER H.W.H. DRYER 1. ALL PLUMBING AND GA5 PIPING WORK 5HALL DE IN5TALLED IN 5TRIGT ACCORDANCE WITH THE LAV i � ' i t REQUIREMENT5 OF ARTICLE 16 AND THE 2015 INTERNATIONAL PLUMDING CODE, NY5 EDITION. SHow`R I 2 wMSHowER r-- EX15T.F.A.I. 2. PLUMDING FIXTURES 5HALL DF OF TYPE AND MANUFACTURE APPROVED FOR USF DY LOCAL 15ASEMENt 1 t JURISDICTION. cs) cn cn • ' 3. ALL GA5—FIRED EQUIPMENT TO DE A.G.A. APPROVED• N N N N CV 4. PLUMDING CONTRACTOR TO EXAMINE PROPO5E1) LAYOUT WITH REGARD TO EX15TING FIELD CONDITION5, C.O. 2"5 2- 5 �"5 I AND 5HALL NOTIFY ARCHITECT OF ANY DI5CREPANCIE5 DETWEEN A55UMED FIELD 1 CONDITIONS AND TH05E ENCOUNTERED DURING CON5TRUCTION. PLUMBING CONTRACTOR 5HALL INFORM C.O. TO ARCHITECT OF ANY REV15lON5 TO PLAN WHICH 5HALL BE NECE55ARY, 15A5E1) ON EX15TING HOU5E TRAP EX151ING ? CONDITION5 UNCOVERED IN THE FILED, IN ORDER TO IN5TALL ALL FIXTURE5,EQUIPMENT AND PIPING IN ` 5EMC STRICT ACCORDANCE WITH THE REQUIREMENT5 OF THE LOCAL DUILDING CODE. NEW METAL GA5 TANK 5. PLUMDING CONTRACTOR 5HALL ARRANGE AND ODTAIN IN5PECTION5 AND REQUIRED SIGN—OFFS, PER NFPA 30 6. PLUMDING CONTRACTOR TO CONFIRM WITH LOCAL AGENCIE5 ANY RE5TRICTION5 ON UPDATING REQUIREMENT5 PLUMDING FIXTURES NOTE; THI5 PLAN 15 APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION 5PECIFICATION SHEET. SANITARY GAS ALL OTHER MATTERS 5HOWN ARE NOT TO DE RELIED UPON,OR TO DE CONSIDERED A5 EITHER APPROVED OR IN ACCORDANCE WITH AFFLICADLE CODE5, P ENG IDIIa�GM 4T TO A "3RISAM RAQ' �, "PA qq�I P100N,vi WA ,� DRAWING TITLE: PROJECT TITLE: NORTH REVISIONS: DATE ISSI�ED: 1011�a1Z�018 DRAWING Aim • '� ,..-P ��,0?� ALTERATIONS TO EXISTING DWELLING AM NDM Nt t0 I : . Dm BUILDING SECTIONS E �uLL71NC� PERMIt I -%'• a SCALE: 85 OXBOW LN NEWFOUNDLAND, NJ 07435 ,, =�- � � d ' � � �s rlo-r�p 0 4 PLUMBING DIAGRAM 50 KNOLL CIRCLIE EAST MARION, NY 11939 IT T. 973.545.2414 ag risafira a�7hotmail .com S23 , 1 0 w ti�w YoSCTM # 1000-37-5-21 DRAWN BY: AG Door Schedule Mark Width Height Thickness Manufacturer Model Hardware Type Comments FIRST FLOOR FF 1 2' - 811 6' - 10" 0' - 1 3/4" Simpsons Door Company 77002 EXT. TBD WITH LOW E COATING 2 41 - 6" 71 - 011 0' - 1 3/4" F 32' - 6" 7' - 0" 0' - 1 3/4" A C,— 11`� 0 0 0 a 4 2' - 0" 7' - 0" 0' - 13/4" B 5 2' - 0" 7' - 0" 0' - 1 3/4" B 6 2' - '° 7 - 0 0' - 1 34" A 7 2' - 6" 7' - 0" 0' - 1 3/4" A 8 5' - 0" 7' - 0" 0' - 13/4" G / 9 2' - 6" 7' - 0" 0' - 1 3/4" A 10 2' - 6" 7' - 0" 0' - 1 3/4" A 11 2' - 0" 7' - 0" 0' - 13/4" B 14 2' - 0"– 6' - 8" 0' - 1 3/4" LOUVERED DOOR B 15 4' - 0" 6' - 8" 0' - 1 3/4" LOUVERED DOOR B 16 3' - 0" 6' - 8" 0' - 1 3/4" A 3/4 HOUR FIRE RATED SELF-CLOSE 0 0 0\o 17 31 - 011 6' - 8" 0' - 1 3/4" A 0 0 0 0 20 11' - 11" 6'-10" 0' - 1 3/4" Marvin CN 12068 PER MANUF. TBD 21 21 - 611 6' - 8" 0' - 1 3/4" A EXTERIOR ENTRY DOOR EXTERIOR SLIDING DOOR EXTERIOR GARAGE DOOR '24' f 2 - 6' 8" 38 21 - 6" 6' - 8" 0' - 1 3/4" A 41 81 - 011 61 - 81' 0' - 2 1/8" Clopay Building Products 902 PER MANUF. Company TBD 42 8' - 0" 6' - 0" 0' - 2 1/8" Clopay Building Products 902 PER MANUF. Company TBD Door Hardware \ Hardware Type Item Description Manufacturer Model # Finishes Quantity Comments ' A 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US10B OIL RUBBED BRONZE 3 \ Swing Door Privacy LATCHSET OMNIA 237 US10B OIL RUBBED BRONZE 1 (PAIR) ' DOOR STOP OMNIA 7001 US10B OIL RUBBED BRONZE 1 B 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US10B OIL RUBBED BRONZE 3 \ Swing Door Passage LATCHSET OMNIA 1237 US10B OIL RUBBED BRONZE 1 (PAIR) ' DOOR STOP OMNIA 7001 US10B OIL RUBBED BRONZE 1 \ C 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US10B OIL RUBBED BRONZE 3 Swing Door Dummy DUMMY HANDLE OMNIA 237 US10B OIL RUBBED BRONZE 1 (SINGLE) EXTERIOR FENCE DOOR A SWING DOOR PRIVACY BI LOUVERED DOOR F PAIR SWING CLOSET DOORS G BYPASS CLOSET DOORS BALL CATCH OMNIA 160OF US10B OIL RUBBED BRONZE 1 DOOR STOP OMNIA 17001 US10B OIL RUBBED BRONZE 1 B SWING DOOR PASSAGE F 4X4 FULL MORTISE BEARING HINGE OMNIA --'985/4 US10B OIL RUBBED BRONZE 6 (3 Per Leaf) C SWING DOOR DUMMY Pair Swing Doors DUMMY HANDLE OMNIA 237 US10B OIL RUBBED BRONZE 2 (SINGLES) BALL CATCH OMNIA 160OF US10B OIL RUBBED BRONZE 2 DOOR STOP OMNIA 7001 US10B OIL RUBBED BRONZE 2 G SLIDING HARDWARE HAFELE HAWA JUNIOR 80/Z N/A 1 (SET) Bypass Closet Doors FLUSH PULL OMNIA 7503 US10B OIL RUBBED BRONZE 2 Window Schedule Exterior Mark Width Height Sill Height Manufacturer Model Configuration Finish Interior Finish Comments 1 3'-0" T-111 1/8" 2'-8" ± Marvin CN3648 C Ebony Primed Pine With Low E2 Coating 2 3'-0" 1'-111 1/8" 4'-8" ± Marvin CN3624 F Ebony Primed Pine With Low E2 Coating 18 3'-0" 1'-111 1/8" 4'-8" ± Marvin CN3624 F Ebony Primed Pine With Low E2 Coating 19 3'-0" 1'-111 1/8" 4'-8" ± Marvin CN3624 F Ebony Primed Pine With Low E2 Coating FIRST FLOOR FF 3 2'-6" 41-0" Velux Curb Mounted Sk Mt. G Black With Low E2 Coatin 4 3'-0" T-3 1/8" 31-611 ± Marvin CN3640 C Ebony Primed Pine With Low E2 Coating 6 3'-0" 1'-1'1 1/8" 41-911 ± Marvin CN3624 F Ebony Primed Pine With Low E2 Coating 8 3'-0" 3'-3 1/8" 3'-6" ± Marvin CN3640 C Ebony Primed Pine With Low E2 Coating 9 5'-0" 1'-5 1/8" 5'-4" ± Marvin CN6018 F Ebony Primed Pine With Low E2 Coating ' 10 3'-0" 5'-3 1/8" 3'-6" ± Marvin CN3664 C Ebony Primed Pine With Low E2 Coating \ 11 5'-0" 4'-111 1/8" 2'-0" ± Marvin CN6060 E Ebony Primed Pine With Low E2 Coating 12 5'-0" 4'-111 1/8" 2'-0" ± Marvin CN6060 E Ebony Primed Pine With Low E2 Coating 13 5'-0" 4'-111 1/8" 21-011 ± Marvin CN6060 E Ebony Primed Pine With Low E2 Coating C CASEMENT D FIXED VERTICAL E FIXED PICTURE FAWNING G SKYLIGHT 14 3'-0" 5'-3 1/8" 31-611 ± Marvin CN3664 C Ebony Primed Pine With Low E2 Coating 15 5'-0" 1'-5 1/8" 5'-4" ± Marvin CN6018 F Ebony Primed Pine With Low E2 Coating 16 3'-0" 3'-3 1/8" 31-611 ± Marvin CN3640 C Ebony Primed Pine With Low E2 Coating 17 5'-0" 1'-5 1/8" 5'-4" ± Marvin CN6018 F Ebony Primed Pine With Low E2 Coating 3'-3 1/8" 3'-6" ± Marvin CN3640 C Ebony Primed Pine With Low E2 Coating M. ��'���' t ,co 1 0 *4 tiS ,,�9TF�� DRAWING TITLE: PROJECT TITLE: NORTH REVISIONS: DATE ISSUED: 9/12/2018 DRAWING # RA ANTHONY Ir ALTERATIONS TO EXISTING DWELLING AMENDMENT TO BUILDINCx PERMIT DOOR AND WINDOW O ELEN I �'J I L E I E SCALE: As NOTED :'-, � . � WIA 85 OXBOW LN NEWFOUNDLAND, NJ 07435 � � .. q� SCHEDULES � � ® T. 973.545.2414 a rlsafl ra(@hotmail.com ` � r °34523 oQ 50 KNOLL CIRCLE, EAST MARION, NY 11939 ® P g — DRAWN BY: AG �� nt�`i`l,�''� SCT M # 1000-37-5-21 (3)1 3/4"X 91/4" LVL NEW 1 3/4"X?1/4" I_VL W/ (2) 5/,5"THICK CONTINUOUS (2)1 3/4"x 9 1/2' LVL (2)1 3/4"x 91/2' LVL (2) 1 3/4"x 91/2' LVL (2)1 3/4' x 91/2" LVL (2)1 3/4' x 9 1/2" LVL HEADER5 OVER LARGE CJ 12"O.C.THIS AREA STEEL FLITCH PLATES (ONE BETWEEN EACH LVL) BOLTED THORUGH 12"O.G.ALTERNATING TOP AND BOTTOM HEADER HEADER HEADER HF',DER HEADER � WINDOW OPENINGS WITH NEW DOUBLE JACK, POSTS N BETWEEN EACH x 0 do > � z J x cam, EXISTING CE[LI`I'>5 TO REMAI^I CATHEDRAL CEIILING5 r/// AT LIVING ROOM KITCHEN Z� � � X � X - U t: w EXISTING F.J.TO REMAIN w Z: � 10) O xLi CV (3)2 X 8 AGO POSTS DN d TO EXISTING FOUNDATION 6,< x Q EXi TING 2 X 1 ROG TO F EMAI 8"[VL t (3)2 X 6 ACO POSTS DN NEW 3 13/4"X 117/8"LVL TO EXISTING FOUNDATION WTI 1 3/ EW 3 4"X11 / J STEEL T_HRIJST RODS (TY P.OF 3) O x � I I J LL v, N I X z EXISTING F.J.TO REMAIN X i n- 11 X _rJ NEW RAPERS FLU5H TO EXISTING w SHEATHING U" LLA _�_A, A� F-,N--A-A--A- UJ � � S 7 6 5-100 --4-J _. —. (2)13/41'x 9 1/2' LVL (2)13141'x 91/2" LVL (2)1 3/4' x 91/2' LVL 2 X 0 ;0 L=DGER J HE-ADER HEADER HEADERCATHEDRAL CEIILING5 "oz z AT MASTER BEDROOM AND x < 9 N C,3 N N (2)2 X 8 ACO FLUSH 1 -030 -030 5'0 CAST IN PLACE 5 CONC. PIER FTG. MIN.36" BELOW GRADE (TYP.FOR 2) `J=W 8" DIAMETER 5-100 SONOTUBE CONC.FTG. (TYP.FOR 2) PI�St FLOOR ��A1"IING FLAN �6!_A'UL NC�V SCALE 14 _ -eE: -® IPE HANDRAIL- STAINED TO MATCH EX15 :NG 51DING STEEL CABLE RAIL5 CLEARANCE BETWEEN RAILS NO cz e Tc DZ EXCEED 517/8" �n DECK JOISTS,AS SER °LAN z EX15"1MG EXTERIOR WALL 5/8"BOLTS THROUGH BOTH T BLACK STEEL RA'1- FOS SISTERED RAFTERS �01BO'_T TO STAIR PLATFORM 5TRUCTI 5/4 X 6 DECKING A5 SELEC-ED BY OWNER 1/2"THICK STEEL PLATE LAID FLAT WI-H 1/8" SPACE SANDWICHED BETWEEN TWO NEW RAFTERS - - 234" 3 /4" JOISTS PER P-AN �f J015T HANGEF CLEVIS FORK AND PIN IRDER PER P AN EXISTING FIRST FLOOR CONNECTION TO PLATE STRUCTURE X 4 ACO, POST 2 X 10 ACO LEDGER 2 _ < 1/2 X 51/21 LAG [301--5C�Z 24"O.C.AND NAIL TO EXIS-ING HOU5E FRAMING WITH 16D GALVANIZED NAILS n 8"O.C. 1„ 1-1/4"DIAMETER STEEL ROD 'OUNDATION;SEE SEC-ION OLUMN BASE CONNECTOR _ 2 X CLOSED P.15EF;5 APPROX.GRADE LANDING Lo 21-6" a' a 5/8" 0 ANCHOR 80_7 4 6" M'.N.EMBEDMEN`INT 0 FOOTING QD a' a g" 0 CA .N PLACE d CONCRETE PIER FOOTING MIN.36" BELOW GRADE �7�05T AM CONNECTION DETAIL tYP. WT' �101� STAIR SECTION 1�EGI� SECTION DEN _ptl DETAIL *_1 SCALE: 1 ® SCALE 3 4 = 1 -® SGALE� 3 = 1 -® �' ow to `'�i NORTH REVISIONS: DRAWING # 'y`z' SEdl�,��� DRAWING TITLE: PROJECT TITLE: DATE ISSUED: 9/12/2818 ANTHONY GRI%Jfl%Flr1mA� p; �.� ALTERATIONS TO EXISTING DWELLING I �� � AMENDMENT TO BUILDING PERMIT 1j STRUCTURAL FRAMING PLANS v. ,� SCALE: AS NOTED , 4 ELENT - I LLS ESI C : 85 OXBOW LN NEWFOUNDLAND, NJ 07435 _ . V�� X34523 oQ� ,' 50 KNOLL CIRCLE, EAST MARION, NY 11939 7" DRAWN BY: C T co a clj T. 973.545.2414 agrisafi_ra c-. hotmall.com oFNEW���' A �„�..� SCTM # 1000-37-5-21 ­ __ - .1 - - __ ­ ­ __--___ __ __- - . r6oj . SCOPE OF WORK: PROPOERTY DATA GENERAL NOTES , � 1 65 washington st Sid g n , brooklyn,ny 11201 1 SCOPE OF WORK: RENOVATION OF AN EXISTING HOUSE NO CHANGE IN USE,EGRESS,OR OCCUPANCY PROPOSED UNDER THIS APPL CATION RENOVATION '7�"""P0-"['Pdec)- "' SCOPE OF WORK FOR RENOVATION AND ADDITION TO EXISTING 2 STORY ADDRESS: 50 KNOLL CIRCLE 2� ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF IRC 2015 ALL OTHER APPLICABLE BUILDING CODES,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,ANDTHE BESTTRADE PRACTICES. I I I C DETACHED HOUSE WITH BASEMENT AT 50 KNOLL CIRCLE: VILLAGE: EAST MARION 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH LOCAL AUTHORITIES,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY GOVERNING 720.289.2672 t TOWN: SOUTHOLD AGENCIES. . 646.395.1506 f GENERAL WORK: DISTRICT: 1000 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDI nONS TO THE ARCHITECT. -LIFT EXISTING WOOD STRUCTURE 2 F-r. SECTION: 37 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 50 KNOLL CIRCLE, SHOUTHOLD NY -EXTEND FOUNDATION WALLS FROM TOP BLOCK: 5 6 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,CLIENT AND NEIGHBORS I -REFRAME ROOF AND VAULT FIRST FLOOR CEILING LOT: 21 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE - -REPLACE SIDING MAP: ORIENT-BY-THE-SEA SECTION 1 FILED 11-21-1957(FILE#2777) SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. -ADD AC CONDENSERS AND TIE INTO EXISTING FORCED AIR HEATING ZONING DISTRICT: R40 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES(PLUMBING,ELECTRICAL,ETC.). �?11 -REPLACE DOORS AND WINDOWS 9. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. , -REPLACE LIGHTING FIXTURES 10. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE '. 1 % OCTOBER 1 ST SET JAMES DEERKOWSKI P.E. -PAINT THROUGHOUT JOB. .I -NEW ENTRY STEPS 1 1. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 1 260 DEER DRIVE .NEW PERMIABLE REAR PATIO PAVERS 12. THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR REQUIRED INSPECTIONS AND SIGN-OFFS. MATTITUCK,NY 11 952 13. IF ASBESTOS IS DISCOVERED CONTRACTOR WILL REPORT EXISTENCE TO ARCHITECT AND EITHER LEAVE UNDISTURBED OR REMOVE IN ACCORDANCE WITH REQUIRED STANDARDS UPON APPROVAL BYARCHITECT. TEL:(631)774-7355 FIRST FLOOR, 14. THIS SET HAS BEEN PREPARED UNDER A LIMITED SCOPE OF ARCHITECTURAL SERVICES WHICH DOES NOT INCLUDE THE PRODUCTION OF FULL CONSTRUCTION DOCUMENTS. ANY DETAILS NOT SHOWARE THE SOLE DIRECTORY INDEX -REPLACE AND RELOCATE EXISTING BATH FIXTURES AND FINISHES RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND EXECUTE INCLUDING BUT NOT LIMITED TO ALL DETAILS PERTAINING TO WATERPROOFING AND STRUCTURE. -RELOCATE AND REPLACE KITCHEN APPLIANCES AND CABINETRY -REMOVE AND REPLACE WOOD FLOORING OWNER: JOHN ELENTARIO AND G-001 I COVER 11/04/13 BASEMENT: JUAN JARAMILLO - -NEW BATH AND SUMP PUMP 50 E 28TH ST#1 OH Consultant -NEW BUILT UP TILE FLOORING NEWYORK,NY 1001 6 EN-001 I RCP&ENV-ELOPE -REPLACE AND RELOCATE EXISTING BOILER AND HOT WATER HEATER 111/09/13 Address -EXTERIOR PATIO AND BUILT IN GRILL DESIGNER: AMALGAM DESIGN EN-002 IRESCHECK 101/14/16 Address 170 W 74TH ST#1 008 -_ -. NEWYORK,NY 10023 Phone I ATTN ADRIEN ALLRED Fax NTS PROTECTION OF OPENINGS . TEL:(347)277-1757 A-001 SITE PLAN 08/17/16 e-mail SURVEY ENGINEER: JAMES DEERKOWSKI P.E. A-002 DEMOLITION PLANS 11/22/16 260 DEER DRIVE ------------- -------------------------------- ------- ----------------------------------------- I MATTITUCK,NY 11952 A-003 BASEMENT PLANS AND DETAILS 08/17/16 -------._________.- PER IBC 2015 SECTION 1609.1.2: TAM11M,42 TEL:(631)774-7355 A-004 1 ST FLOOR PLANS AND DETAILS 08/17/16 r:, �I,� 1 ��7[ ll�,,r ----T.,-""�,,.—�,,�—�,,�.--,,,-.,-"-:-�l---1 In wind-borne debris regions,glazing in buildings shall be impact resistant or protected with an impact-resistant covering meeting the requirements of an approved impact- VAN04ORNE DEBRIS PROTECTION FASTENING - [-[-,',-!-,-�--a I,,-.�,�.--,, -- T- -------- -�---E Topographic Survey of Part of Lots 37 and 38 SCH9DULE FOR WOOD STRUCTURAL PANELS'-1# CONTRACTOR: TBD I 1L� resistant standard or ASTM E 1 996 and ASTM E 1 886 referenced herein as follows: -----____iWE_Wiiwmam�thet,le" .N,-'_!�;10�,.7'i�, 4t:I-,,'T�(`N 0; 41"r,i_`O1 �� .�,� " 1.Glazed openings located within 30 feet(9144 mm)of grade shall meet the requirements ofthe large missile test ofASTM E1996, 1- T'�, C, .� A VIOA10i, Or lv"1`0, U `�� �,:. 1'1�\ , Ciltlw:�,I%!, � S ��,.\'Y ; s7p'll l" " _;i:�"T" ,,11 1, I - , I .. ! .. 1�1. 2.Glazed openings located more than 30 feet(9144 mm)above grade shall meet the provisions of the small missile test of ASTM E1996. FASTRIVERTYPS ­F�Wiw-_,Vfi�et­�F.00 ohiet-4p.pli EXTERIOR ELEVATIONS 108/19/16 1 , - I ; �[,� ,-! �-:1 1,�� �L; 1')� ; !,<-, 1 �; �,�( . �,-; , N4" !!w�'Isuanist.t - -_:i)', 7'C" Or !I'; Nr,V 'PrIv STA. � "'�- - — ------------- ____ 108/17/16 ' I .' i;(_,__S�IIW5�1�------------------ I A-01 1 1 EXTERIOR ELEVATIONS ��_­.A­[!I'N L111A, X 1piq� X 10 84 - 'I i,, I - .1) �, " ", , I / _� _ , _.; � ; ,,, �: "- Exceptions: _. ,`,�['� � VA i, ,E­�,:,O x l,'03 X1191 to-- �_,,'!_�-,".-­­ ,;�u, , ,-,- 1.Wood structural panels with a minimum thickness oi inch(1 1.1 mm)and maximum panel span of 8 feet(2438 mm)shall be permitted for opening protection in Ii akbm Wd.I- , , - Ili ,If,'� ,,�.­"r.� ��'I F , � .I- IANI; ��11r,1;I 1.01','� N"U.) St C,,, C,� �1 1123 ................�............�I*....__,,I.--I` \ , , _'� 5, �1�lc ,� I III inubeilI 16 to 8 : ,. i, �:i I...�,�_a�!I,1 .11.1.1...;,` , ............- buildings with a mean roof height of 33 feet Ill 0 058 mm)or less that are classified as a Group R-3 or R-4 occupancy.Panels shall be precut so that they shall be attached to ,11l­,�, '! SIAL ,H�,_! W11 t �; r­[I,F�t- I r,1?, ­ ._ , , - - � I - . "! 12-311f-- I...........I--.1 11 -" 11 i v,�, the framing surrounding the opening containing the productwith the glazed opening.Panels shall be predrilled a!s required for the anchorage method and shall be secured with k3fill - A-020 INTERIOR ELEVATIONS 10 E,; A %,,,-') iq_i� ('�_',, .1--', ".. �', '' ` East Marion _:1_CWW_— 08/19/16 ....­ --.1- -,� _, '11:,�......�:, , � " ., "I � -__ ", the attachment hardware provided.Attachments shall be designed to resist the components and cladding loads determined in accordance with the provisions ofASCE 7,with KJ 10%koim C!I �Al�li I:S: N[,`,,;_-_1TL1",;_;i.N,S: ,`,-� -, I _� - 11 corrosion-resistant attachment hardware provided and anchors permanently installed on the building.Attachmenit in accordance with Table 1609.1.2 with corrosion-resistant Iiii alli with 2. A-021 INTERIOR ELEVATIONS l- , � 1�vr, 08/19/16 r;�[",�_) -, C 11 `, R �,,,,­, -­� I U Z , --- \\,L!;,'��It."37 11 46 12 9 iS ' 1'4`�O, 1,1T k)N, ,i.,�, t­I"�, '��I r,�4i,. " ", --- _\ ;i ,.,- ,�11 Town of Southold attachment hardware provided and anchors permanently installed on the building is permitted for buildings with a mean roof height of 45 feet(1 3 716 mm)or less where Vasd hxb anbedidi 08/19/16 , , 1. 'l , , ,, ,\ " , ," staith A-022 INTERIOR ELEVATIONS I, , " T", , 1_01-�­­ ( '.IFR�11! 1411t. ,I ,!�, w-qq , determined in accordance with Section 1609.3.1 does not exceed 140 mph(63 rrVs). , ,e) , , ",-F,() A" "- __ .1, �:, 't�):, Ul�il 0 ii�t�i 31�, 111:� i _­ I ')"i"Chditrilielcrtirg �' , . � T. i ,�I�o *,-,�, �, o?'k -,, ,\11 I - .. _� '.1 r;N1 �. O� ',It - i + -023 INTERIOR ELEVATIONS ,�i_1�'`�;IT� F'r-l( :N�,' ,,, V,. . ,� Suffolk County, New York A � . \ I 1 2.Glazing in Risk Category I buildings,including greenhouses that are occupied for growing plants on a productiion or research basis,without public access shall be permitted WrrW.1n,;Vd ani fii 10/10/16 �> �, � ,.,� .1'\ z. 11 - UTIr�, -L AR,'�;I I�, AIR t N-7 [i,lt�S�t R,`?J, ; ,�, , �' ,I,,, , , """ _� - to be unprotected. wl"I 2-imh enitmilk I6 16' 1 0"' " � ! " t; or Riciiis oF WAY 11 '_-, -_ ,�i N� � ,,,,,\ J!,,�,K, ." I, District 1000 Section 37 Block 5 Lot 21 It=krwl TIE i I * \,�_9�1�_.__ , .I I + i � ____F AillD/OR EASEMENTS OF RECORD IF 11 I , '11, :1 '.. I, I 11 3.Glazing in Risk Category 11,III or IV buildings located over 60 feet(18 288 ri above the ground and over 301 feet(9144 Fri above aggregate surface roofs located A-036 BUILDING SECTIONS i I \j,,' �el -�54 ii� 'A,,A,,W V116 DT SHC,Wl, AR N / * .1 !�,� ; F.ST;I ii" duaiii _(,I.F_I rVe.a.4 WN A NY� N I E OT �1� :F,1\ �'., 'N 1 12 " �2 ��,` 1�, � within 1,500 feet(458 IT)ofthe building shall bepermitted to beunprotected. lint-0447.1. '11.1 I GUARANIFF�0. 1'�,\:� ,-,�,�*�� .-I li, """", " 1, Scole 1"= 20' Surveyed February 27, 2016 .,ni.tot,lei�b�,4mldow,�-�inaw�4m,d.,t,��f,�,�v^nro�f A-031 I WALL SECTION 3/16 �,,,,,, I\ 1;1 h'ttin, , I ` 141. � :,,,,,,,,' . 'A LF + � .,,�, %t 11 ,� ,� \ � ,-�,,6 , "-4 - � + GRAPHIC ,SC, , , �,� ,I \ ,�01 , �(:� ....... : \ l��ern:,,,,(s %�fjli,� � I .�,� I .�,I � , I + �,\ It P.,k-�h.lWfi�VAIW,O.m.h,#-&.fti...M,hvo.Ap�.L - I ') . \ 'L S, , � ,,, \�\"". � , , 11 11 10 " T�.1.-,�"I.I."�d..��..,.�.Ali.1,6�to..Ig..Itl-p-I ITYPICAL DETAILS - � + 7`1 11 . . \ ,.� "I � .. 1, ,�. I I I I I I 4,Al.bm"I yiftti 4.­,ot Illt 011�*.It go,urolit.utti ad A-040 71. �O �Ini) �ir��(,. :C'st Ymr:,): \ \ N�l I \11, I, � \ �_ S �.W,-,I..F,!�.f,-�l.t-w-ip.�..i..0.6�'I'l.pulimit,Fintenth. 11/08/13 11 I 1:1111, , ., �� Q, I" 11\� � ,.�I \, I " , , 5111111151=01177"W= dt.11 b.I-W timmitio-of 2"',uel-fiam 11-d"of-ct bl�.k '�, \0' \ �, �, Z-,,, i'l, + .-ft, � I - , �, ,\ . f.�r%l4i;1�1; 11 r_. I ,_.,� \ - I .* ,%�, \ .1 IN FFE'T ) - --- " r�, ,I!", 19", ',\ " \_ , - � - 1. I I it'A=b�4*:1.4 In'tineory.up.ary-lyni they WWI ii -iL , I - I " " - � ,� I-DOOR AND WI NDOW SCHEDULES I ,,,, \ 11 ,-l'. , � ----, 4 ,, ,�,�',�\� !.�. .I \," . a ,, I 6w�w�ww.�,t-�t",i"g.,t,i.;.N"..),�.t. A-050 \ I, I " - \�,"', . I hich '20 ft. 109/20/16 �� ,­', ; ��\_,,,� �. - ,."!�,tz��.1<.P.ilypfl.50DP�,.At I " . I - \ I ,!'I 1-1- ,� ", , - \1 /__ 1'1'1\ ", I+1�1 t ,,� - _��_A , �,,­,,��',,. � i I L �, - \, -, .,� �,,,, I , I 1 ,,, 1, A-051 I FINISH AND FIXTURE SCHEDULES 109/20/16 , � , , � _",�:,, \,"',\ � .\ .1 , I - . , \ . .� ..1. 1/ \,\�, 'I-;/I I it -l". / - , \. , ..,* I \ 0, 11 1 I 1�* - , 1, \ \ "'I" I I f�,/ S\\�",;" -;,, , , It, �*,�o 1 \"j, 11. I 11 S-001 ISTRUCTURAL NOTES 12/19/15 , ,1, \ \ I /I / � �1/ �.,­� " I --,/ . \ li""11",< , , I , ", , " + S-100 ISTRUCTURAL FRAMING PLANS _% I , +, "I I 1?1 ,,�,\" \� , \1\ ­�, �4\ 1i Z" i t _�� f �)11 09/20/16 " , , . ,� \ * \_,"", `� ,., �1 "�,> �A \ ,�,�� \1,�,� ,�\ \,, +` I ,\\ I I)t- I I , ,,,�-\ ..,�� - �, I ", .11 \ ,,��­ �, "', ;�� * ,,�.,\ � I * 1, \ "­­.- \ \ 11 .1.1 I ,I 1�1 Ir I q1, \ ,,,, ,- - "� -ED � ,it, -, \11-- \\ , \� AP RO ED AS NO I - ,�. ,,"e,", ,,,, �, V�l �, - I � \ \ \� , I i ,b \ \ \,� Y, I \ � ), " \ '\ - "i, , , ,I I .-I I, k �, DATE: B.P.# _2�� � ,,� -� ,\, " ,\I I �, �­ - 1 Area= 10,057 s.f. � " � CONSTRUCTION NOTES ,\ -, \ \ �,',�\, \ . + � " ,, I � , ,"` N \ I . ---------.­_­...I—­­--------------­----- 1� \1 16 ,"I t �' . \1 � " %, ';;:,," FEE: �. - By.- __ .,I -------------_-_--------------------------­­­ _ -1"":,� I .�� NOTIFY BUI_' ., 'i ___ 1. \ I � - " J�Z" r, I I . , "I I. ,� \ , \ ��_- �. ' A AT I. WORK SHALL HE DONE IN CONFORMANCE WITH ALL GOVERNING FEDERAL STATE AND LOCAL BUILDING CODES,INCLUDING AMENDMENTS,BULLETINS,ETC.,AS WELL AS FIRE DEPARTMENT REGU:*nD`NS � I - 765-1802 8 AM Ti-) :,� ;,,i FOR THz_ 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE PRIOR TO PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL EXAMINE THE DRAWINGS CAREFULLY AND SHALL AT ONCE REPORT i 1+ \11 " ",\� \,\ \ \ ,\ _X UTILITY COMPANY REQUIREMENTS,OSHA OR THE BEST TRADE PRACTICES,WHICHEVER IS HIGHER. 4 1�1 \\ I,,� 1�� -11 , ,� I mic,liaii IV. Nfirlt.o, I-SAI.C. i�_,,, I- ,\\ 1\1�,� ---------------------------------------- -1 I �,-�� FOLLi INSPECT!"1 IN S: ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS TO THE ARCHITECT BEFORE CUTTING OR PREPARING ANY PREFABRICATED WORK OR MATERIALS.THE DRAWINGS REFLECT I � i I 1.:�'i Nz�z D ­��L f 1-0,NIA: Ar,lD SURVLI`_)��' I \"\,� \ \1 \ -\ I'l- CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS,OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER,BUT CANNOT BE GUARANTEED BY THE ARCHITECT. i NP0, ',,_,1RI' ,Wll Ij,_�:Ei\l",,1_ NI;VAER ')�,0&71 I 1. FOUNDATION - 7V10 REWRED 3. CONTRACTOR SHALL DISPLAY ALL APPLICABLE PERMITS AND SCHEDULE AND COORDINATE ALL REQUIRED INSPECTIONS. 9 I \\, \ I 4, 0 � FOR POURE7 ':�,'CRETE 4. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,NEIGHBORHOOD ASSOCIATIONS,OR BUILDING MANAGEMENT OR BOARD OF DIRECTORS. ]�(.�jj Cf)tirt. i 5. ALL INDICATED SURVEY MATERIAL IS FOR GENERAL INFORMATION.THE ARCHITECT CAN NOT BE RESPONSIBLE FOR ITS CONTENT OR CORRECTNESS. 1,.11<i Roril,ollicojiI N.Y. I 1779 I Certified to: 11 \ ,�, ,9 2. ROUGH - c :, .,, PLUMBIN 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE SCHEDULING OF ALL WORK TO BE PERFORMED,AND INCLUDEALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS,WORK IN I II ",I%, \ Z ` - \_ OCCUPIED AREAS,ETC.THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE FOR THE COMPLETION OF THE WORK.WORK SHALL BE PERFORMED DURING REGULAR WORKING HOURS,8:00 A.M.TO , I pl-!C;��F_IFAX: fib`,il t,�­' 12r�,? I ':14IN `!�!,�Tf_!,!:'i NMI! ,:�;!A �' J,',��WUO " ' ' " '*" . ,, 3. INSULAT: . 5:00 P.M.,EXCLUDING WEEKENDS AND LEGAL HOLIDAYS.THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORK DURING OTHER THAN REGULAR HOURS. I I_nl/ r,,�,�� r, .i � V11; _111 I .Ili ­: 7. THE CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES TO RECEIVE NEW F%�:SHES.THE CONTRACTOR SHALL PATCH TO MATCH REMAINING CONSTRUCTION IN ALL AREAS WHERE REMOVALS HAVE BEEN _ J;to� 6�.,!) "C"�­."I". I :::_!A�011 IAN: S'­'� ­i',. 11l_1;l.�, !�,Iil !��S� 3� 1 , I 4. FINAL - I ; I : :,� I , ­AAII� ,i,!.��,T,r,t�>",!,,'��l',�l"c�l",'rlI I ill"!�? �tjl�ljj 1:11, ,�`��;,'li%,'f CC�.<)ANI� , MUST MADE.ALL SALVAGED MATERIALS SHALL BE KEPT IN THE AREAS INDICATED i,f THE OWNER. I __ , I ". I ..I I . ,,, ,, I— � � . j, , 8. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING AS REQUIRED FOR ALL STRUCTURAL OR REMOVAL TASKS.HE SHALL HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR , ., I ....................1-1 �',LIAF'�Ifllt �'4,'i-110 ;,,��,1"i',",�:r�.',�"!!Il�l,'� BE COM; . . � ..� � "I:-, C.- I INJURIES CAUSED BY THIS WORK AND SHALL REPAIR ALL DEFECTS AT HISSOLE PENSE. L___-_____________­_______-__--------____ I I EX 9. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER ANY PORT!ON OF THE WORK OF THE OWNER OR OTHER CONTRACTORS. ______—-----------------------------_--------------------------------- ------------ —--- --------------------------------- -----______ __ __ I ALL CONS7 ­� SHALL MEET T�'- 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW CONDITIONS AND MATERIALS IN THE PROPOSED CONSTRUCTION AREA-ANY DAMAGE CAUSED BY,OR DURING -------�-------------------------- I7Z: . --- — Rgai4!REMEo � �, +I 1E eeE)Ee icir-mt.,,, THE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR AND Ej'At L RE REPAIRED TO THE OWNER'S SATISFACTION. 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL`1F5RI_1 ,%ND ALL UNAUTHORIZED PERSONS. YORK STATE. NOT RESPONSIBLE FOR 12. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. FEMA' THIS PROJECT IS NOT IN A SPECIAL FLOOD HAZARD SERVICE AREA 13. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS BETWEEN TRADE�',,ENSURING PROPER INSTALLATION,CONNECTION AND OPERATION. It DESIGN 08 CONSTRUCTION ERRORS. 14. SUBSTITUTION OF MATERIALS,EQUIPMENT,OR METHODS,MUST MEET STANDARDS OF QI IALITY ESTABLISHED IN THE CONTRACT DOCUMENTS,AND MUST BE APPROVED IN WRITING BYARCHITECT. - 15. WHERE THE PHRASE"OR EQUAL"OCCURS IN THE CONTRACT DOCUMENTS,DO NOT AS,,UM,F THAT THE MATERIALS,EQUIPMENT OR METHODS WILL BE APPROVED AS EQUAL UNLESS SPECIFICALLY SO � APPROVED FOR THIS WORK BY THE ARCHITECT. 1 16. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE,EXAMINED THE PF,EMISF,',,DETEF17MINED FOR HIMSELF THE EXISTING CONDITIONS,CHARACTER OF EQUIPMENTAND FACILITIES NEEDED FOR THE . . . . � . PERFORMANCE OF WORK,AND ALL MATTERS WHICH MAY IN ANY WAY AFFECT-I HE WORK BEFORE SUBMITTING A BID. 17. NFORMATION REGARDING EXISTING CONSTRUCTION OR CONDITIONS IS BA�;[.U,DN A\1t"ABLE RECORD DRAWINGS WHICH MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS.SUCH INFORMATION IS -l-I I I-I�I I I __ - , --- , , ,,"- ZLUDED ON THE ASSUMPTION THAT IT MAY BE OF INTEREST TO THE CONTRACTOR,81,17 T 1E ARCHITECT,OWNER AND THEIR CONSULTANTS 00 NOT ASSUME RESPONSIBILITY FOR ITS ACCURACY OR I NOTES TO USERS LEGEND %ii'.�I , 0 '_ _'DES OF COMPLETENESS. 11liks mi lit'itt,bile in adminilb,662 V"luit�llaallil"Melon"Plot 4 I f,^--"'-- SM=Root,40AD AW-AS sl.k�,lEii C, , - V i I h A i L li%.,# 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION TO ALI.COivI%1,OIN1 AREAS OF THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES CAUSED TO OTHER does not micessibay itibi 401~$-*Tt I.flood,lu,owwUlany from Ii I X 7r,txr ; ,III , I I BY 114 1%094UN Ofi ROW I.11-1:-] NEW YORK STATE & TO%A,I.N CODES APARTMENTS OR COMMON AREAS DUE TO CONSTRUCTION. =11i ol small sagit,The q,dannuhlity billip V000tt"0101A 00 19. CONTRACTOR OR SUPERVISOR MUST BE ON-SITE AT ALL TIMES DURING THE WORK.NO WORK WILL BE PERMITTED IN THE ABSENCE OF SUCH SUPERVISION. totposlilift,updatod W additional ftdW tw*d intolfit- 'n-l"711. 1 1 1 JoltlSPANFLOMA 144WOO FT, ___ - 4ITrw � �.1%-0"I.Vd�ll�_A.&1W.1-.ft Ine,#44#th,fl 20. ALL P RACTI CAL P RECAUTI ON S WI L L B E TAKE N BY CONTRACTOR TO P REVENT TH E E SCAP E OF FIE B R1 S,D I RT,DUST,ETC.F ROM TH E WOR K AR EA TO OTH E R PARTS OF TH E B U I LD I NG OR SITE DUR I N G TH E I l-,J&�,� I I i ­ - I - %�� 77m - ,',�r : -�.��:,",. ,===_11 11-1111.1 hs�'"'It � - ,''I' I'll 11 , ,4�,, -� ."I'-." I � o-, .*4 rl,5-l"0 - ,� - , To obso mOR,"Neell*&mod"0 W*m whe"Be"Flood fiovkftm 511 �_�,,,,, --`-'�',,F� :t7."A,'�,"�,�,� i,'r,e 4,R, ,��I -PROMPTLY REMOVED FROM THE AREA IN CLOSED BARRELS OR BAGS AND TAKEN DIRECTLY OUT OF THE BUILDING FOR PROPER DISPOSAL. Vkirsr 4 I­-',;=.N� I - - REOLI'mr-D AND CONDITIONS OF , ­W.-7f,-y'X_M_ ` � - 07; ,,',OnP�iy� ,,�, .1� 1� WORK.DEBRIS,CONSTRUCTION MATERIALS,AND RUBBISH WILL BF , , r%" V , 'r i,��Z�",�4�,Z,,� 1,'r / � " ll �� A""�r W_ !b,,ft,et K'At r--.��- S7 , k __0 " 4 " I , �1111 I rk:%!�:� Rra2lid to 0"SI-0 , - 'i, ,,�S- -'r,,,11I1,--11 " __ -461�1' ,14,,��,,`i�,�'-'� �­§'j,"'lly, ";,-, t 01�� , 21. ,"IL � � - ­?�­ - I , * ­7�i��,�,"i��r (ari andi.,foothwults.Ime,Int,"dine­,94 Imam"food , ,"�T �_,7�i z,� ,F r.411 fl,��', 'N, .rz,,'� ,I , W � "" ,; I I CONTRACTOR WILL NOT ALTER OR RELOCATE THE BUILDING's PLUMBING,HEATING,ELECTRICAL,OR OTHER SYSTEMS OR EQUIPMENT WITHOUT PRIOR APPROVAL.ANY PART OF THE WORK THAT REQUIRES A � the FII Wo'les Wid Fliodwary Dft and'or 6--WY Of Shili Eli 0�2 -I �? - � I,,� ",�, '�'ye� 1�,��'n � ,It ,f�­­�,,,��, 1's-5--i4 Z TEMPORARY SHUTDOWN OF THE BUILDING WATER,GAS,OR ELECTRICAL SYSI-EM MUST BE SCHEDULED IN ADVANCE. �,;�IA4�i' , X, -,ii ,,, ,;,�,-I"�,i, -!S 4,19, " � " I -V.,i, ­-?&,'�,­',' ,��;�;i:',,:�,­,�l: " " 4, , "� ZOWIA ths,eilil"otip-WIP09 iI.MlimI =1 f)Tol'i ZDA 111�wii-�,-'!`,',��', �11­ I-, �._ �Ii i, - �""" I r----- .­ .­­ , :r was owavied wone if*Filed init-TWA sfoxit,II repod that 4007motifuts W I I I I 11! �,, .. M,�, 4� ­4,� �, -4 f r " ,, �,::,��,�,;,: ton,FIRM Lli stoold tie"We th SPEll~00 It-FIRM lml�, t 11 "i ­�,­V A�;I i:A1!bd ,J� 101,I W, - , - -amom- 22, ALL BLOCKING TO BE FIRE-RETARDANT WOOD.ALL CONSTRUCTION WILL COMPLY Wi I Ft LOCAL BUILDING CODES FOR A CLASS I FIREPROOF BUILDING. W�01� . 7 F , ,,,�? ",,`-1 1111"` ,ZMAE aK,"1W1S11**.1%0e1_10L ,� �, ,-,ji, "P""r I�,1;, "�,��-l:,�;I;�,�Ti��t7,- %� 1:-1 . ­-�� �,,,, .1 Mailet am mtondi for flood Ansialime - ­�,,",it,_�'�,i , - ,t,',� �� I 1-,-,r mirdl,l wtibilo."ithinmiont,Thime 4 ; "l-r" : I . 0 , ,i� ,�,",", "'­ ,­,$3,�t ,It , �,l�;�� 23. PAINT AND PRIMER TO BE A ZERO VOC RATED PRODUCT. �x'i �1';'­�v",,,�'4'1 --Z ,4 11 ZONE" I., ( `b " ,,,�ii i 11-111 411jbtijf�A�4" N,-,- � ,-,,�.�r,�'.!�,­�,�, I , -', reot oem,,ld,I 0 3 I&-fiantl�m.1I,d IVi i K- '�!J P�'�- --.- O"puqi only andtithould rutt tW Vi AS"206 aVK�tVd 01 flood N�� � '! 7��� ��,­,1 ,:�,�% III, i #W, ", -, " - ,% l3"_9m,Vi,l,`1 _,S�.,,L�LAV'Xlr­�`E,j,. ..) 24. ALL PAINTED SURFACES TO HAVE ONE COAT OF PRIMER AND TWO COATS OF PAINT. ,bo,Inla,ftMdVo_AVoommi boos e li�mbon dmo produented in We Fie 1'��10��Al4c.j, ,;­­ , " 'L. ,�,'­�,!�,.a") ,, I i��4-,X��,;, I�__`,�"­ 4,":,�'Z; - ­',��,­'," ' FIRM For ptimoem, of - VIA ���"Il"ffp�$'�3r4Vf4E�Y,E�"',",'��-11,t , ", O; t'"I K,"1�'.?�,? "_ 1� 11�'­`�,fd ik� � ",I MW It"ould be WI In"'inc-bon�s`a* , :, il I; ''.3R,"_ R , , � 1, ,; ',,�,,,,""i , 1, 'a"'.dd�nimu "shle of Ah'"f�,4-AV,­_ 26. OUTLETS INDICATED IN PLANS ARE CONVENIENCE OUTLETS AND SHOULD BE CONSIDERED TO BE IN ADDITION TO THOSE REQUIRED BY CODE. "", "Ill I - ,-�� ­IYIII�7 ;. iturvi w4W floodpity,iea,ii,r,YVM I `,!�,�z`,%,�',`,,�%�'�_ .. ­,�� 11 9�� SVNilt,�,,,`�55�ir_;,�, ��, ,,�,­ , ', �f­r�" ', =Wli4 twA4w,t4otuj"t,-Iy#,.,t�f-.��v-,�--4.t-,-,- 25. LOCATION OF OUTLETS AND SWITCHES TO BE APPROVED BY ARCHITECT AND CLIENT. BRIDGING MAY BE REQUIRED FOR CORRECT PLACEMENT. - � �` - � , :,��, , 4�,J�?�, I i, ;'n���',l , -, 11 , , f,, !�? � " � ­:�. ,; 't�', , � -� : ty,,,,,�"4 _�,7 - - " , , �1` I , I W , 01:��,,�'�,�_� - �,4:" ", � ,z��, ", . Sil ITHOLD TO.",`%TRUSTEES �,, ­;��, 7_1 IT 11 "",_", ".�.S, " ,�,4,!t7��'r,,;,i,,­ on W.,mop amuli loh, ., �'_"r;`,"", �t 'a,4 ,� 3, e��,*�' , '_ �, .1 _�_, W"'"'Isi live ft—Of"nesmil"""1%,—W tin— �� " 31� coastal Be"Flood Elpe,adisrut(81"li se"nin � -, "� �," � " 11... VDWAA , 1­��.,�:f ­� , __ �,`,��,��,:-, 7"IrA of thn; , - _� .', -,- 11= �besu�eP,dfoiilited;til),AA tand-ld Is(I Nalh Anwoort Vail Date Of 1948 INAVO Sit users " I" , ,ti­,,�,�-;-��, , �, Y, .�1' rj�� ��,,�1, "�- ­,,, �I - ,.�s` ;� ;��tt,7�7717 wet"',:��1 ;,;%��t', ,-�,�,�,, , W.,s,,=d%m%0,W that WWI*food elettiatom;am Ato p-Aded 0 the 11� 11" A�,, �­ 11, A- � 11 . - ,� " , , , f,x, ­d%ene,t.b­mbVw'AP�-* , r- �.%,". ,,,;'%;,,­,�­­,,�"_" ''��_" ,y , '�t����,��," I�',':it,� , ,", NP." ,.,_r,_0.,._W it"M wbmmrEwobdraewTyAn%aoIOiftbW0tqtho Wdlmtinart�& , I 11 , r.1_:�i, , !�, ,I. , "" � -----_, d_­S%-AV,f_ 41.=.-tu,i be"'Im a "as ,��,',,,'�,:,"�gv�,�-l-,:,",�,��-,�,�kl,l���-�"��,%!F"� -1 " 1�6 , �I,�",,,::;I -11-1 El.dy hyperl for tbi�mbn,y,i elu,,*6"Ovo,tm In Pie SUhriony Of Sfi*.Wff - -_ 5:Sq"i-:!,-,;%� I 1. -,�-1� ,,, ��­­,­%,�'., C - ­­qi�:J,�.,,�-,,.,, . , �_��, ,-�,�'116% i,;" , , ,��p"'_� ---� _,- , 11 � ­,, ---,-,-'W," tu�n.=.Tmn Oally lids"%",(is bft used Iff CONSFIx"Gld'W ­' 1,---V,9,K.*�--4 p-,- , �* I � A� --f ll'00'ad tkun J'A"'al dift,no,A."W 0 1i A,W I , If �Ii e ��6 It i __ ,�, 1:1�, ." Olf PROJECT LOCATION-NOT 70M A" A"W - � , 7 , ���; ,,��:­, 11 1 , tk, : ,�,,,W,­ ''.-,�,,I , , _� , ,.-� ---" --I , I '� �1­;'­�ii,�e_�!,� , , z,-� "rMoR zmz ftm,,,,­*,--11,,b1U . b`4 R.d V Plot I �� ,2 �4,i- - *�;V��-"�,'�':', ,, "���,�,,, " , . W I n A, `, V� �', !" - � `1 �,� , " , " " , I I ;,�,�,. I �,1�­- I -�l �,�, i�Z Z�Al'i 7��,,�1 1 � , -,,9,�,' �vp',.,,,j�ttlt,­�i4, " 1� z�X,'. � Ml purism"~th�y wo hii then vel almistors,sitaine, I"� _11fl, -X ,,�`191 "",nk� 'I WITHIN A FLOOD HAZARD 2 ,* . - ��, �AM ."t.�� -h,�� I 'onihopilit" ,"��`,-6,"."'�,`�( ,�4 - _�, I 1.1,-� � �, !!,�ti,��,'T"::-"",�,� Z"v cent""W smir-�qwit,-we f i 11%11,06 0.Need �, ,,I-"I �.,-,004 - �x-�,--T!-,;�s,,, �- ), �� ,r��' :; ", � " Kleu��dm,nntmil. "I ,4 .gi,,, A - ,$ 1 �, , "" - AREA 1 1114 ", r �6�1�f I S-_)1Z41 1 Iii I's I I -, �_��, o'-N'll�N-`,F�,W,K, $1, a, I ­� , , . Sedlider ' I �,�, .."I'l � � 1711111- -,'I,' by me ft000,tirys wi,Ior ourvided at sholl setbimil and iompolomd I -, I , I , I I � Nl­z.1 I ��IV.,-,�.;�fz, omes,f.us sine Von-WN hiewd tinna�kv,4,law 9-0 - - "Mons,7he toodRays we.Itelsol an hydra,ft asysidenson. ,k,R�� , -I S �,�,i�,,,�, I , , ­',�,,-4�7`�.'_'r�` -­r,�� - I ',� xw,im 11, I ,,,�,, - 11": , �,_1'1� :­, "I I ?�,,�- � �_� I I 1� I I'd to millmments of the 14ah-As F�Voo Int.m.se P-Q,"Fooebeali - I 11 I-10 - "A -j"111 r "I, - ,�,��,�,e�,�,� -1,r ^*­ - F, I , �i,".�,�"" ",4_--� ,"IT '' - � Wde'l 6"-i ponli"Way d.0 Am,owliled I*the flood Insuminot ,--',%' "N _ -K'i�14'.� ,�­Iyll�` �1� , �,, - ­7*N� F�i,­-P, N11 , -,,_ �5 ..I" ��,,71,� f litin"som * 61 Ii i �,&,," Zi�,,*�� 11,t,I!, I F0=VAY ARfAS IN WW At ��.,;;;�, .n,l 11 _-, ,.,I , , ,� . ­ I I tg".V���*O.d�,I%w,ae.-ft�o,�b�M"W-~Aft�tW,l� . - , �It I I 11"A'- - : I T"A..�i%"Ih.m.14*�""011"�f�"��ew'.01�*of,m mp"1011"I�Vks_ �. ," �- , _,W__�0�1t,lw;"�,,,,;�,�, � 3 - " &"141.1_1i�,,, I rrr I �M�v ,*7"�1,0, Iid 4 �'_"'A,;,�I���-,Ij,- , Ce,hant smile W in Spo"Flood Hadied AlM may be ploh"ad by flood ,�,- 7 � ;." - , � � - 1 ,,�_ 3l�, �; �;,$,�,�,', � - `,� ,'� ,;r �,;�, � �7, : . I C."11101 stmetaras.Peter to Sotlbn 24 41i'loodl FWaction Mentiums,of the , ' i-10101 ,� -,,4�* , .�Nre�, 11.41 I,4�i `r', , �� , "J." ""­­ 7 , � ��/ n�,- ,�'. `� ,Ir �, , _�,�, 11 i 7- - .;tt"r�t- "�g",�"�,,�n, ".1- I",1-1 ,;, �,'l-," .,��,; 1� I�7'�, � I Pool Irm unto Study mW to,inionnii Food o"t0l 9-twits lo,*6 ,, " , '1�1,�,,�4',';, -,�i,,��­­ _ I Eff I . - 1,4 1 ,,,",�-) ",,� X, 11, _, ,. _ 7,", �,, ;.� �, .,.,j1rii, Or Pf A Fi AWAS , 4 ,_�k�l � , . -�% - - r---­r1 litaimnam, � -!�,,_�; E,ai�'-,'�,U t, '+ g A I ,,�, - ,� 1��,, , �11 o , �, I I a,,,,�X,,!��', : it'W',47'..'eytelme,liedpele'dmima�tAm�M I . �;,,� �, �'���­ � 40w,X "I""', - ,I,�-%�-"I.u% w "f 4"�-­-" 4'; ,,, _f�k'P, -�-�jf_'�'"'­-%` ;­ '� , P���, � ­aw&,�,�0 I.,r'.I 1.1i�-0 dW.q,i...be,V_ 4sr i"P � , �, �_ - ,,, v7," , , , -- " ,�,i'l - -4,,ei hes i%--is ow�wlt -REOUIRED 1 ,7 #,�,_��&�,,�','��A.,,?4 -111,,.I� , '�� ;1.',, - 1� ; ,V,p,­_.d*mip'rWW1nk " 1: -, .11� �"_­'; 11 rr ,I S P minolft UW in Ile peoperibot,or 00 men lun,nis.Yo,�stap,piarn, � W;," 111'r - ; ­� Ism-CTION, 1. GENERAL: ALL WORK TO BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODE,AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. , I "' 44 The hoftontal Mum �* i 81 Glti sph�,l I 1,I ,"", I � .4 _Wv"_ , " X, � P,'��,,�"'.1�11� "'."� I I I - ,3f�­�, ­'�,�,, 11 -7 ClInAINAGE It -1 560 b0orli �_ 'ri j4. ',Ii.�,`;5� i�,-A"iii,,, 't r, .,),,:�,�;,�A F orhim Aribi 'Cremnoill in iian,,ei sphimaid,prolactoo Oft Side Patrill to."insed in the ", 0`1 IN � I _' ......" I­ 1�" � � " lring tit 765 2. STRUCTURAL: CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. '.'�I 1. VIN , -'t�']�'?" ":;I:�,',�, ?�i_," r : ZOW x A-4110mbeff 1.In sisi P.Vie ete-allmill`6900-1 is Q I " _ i'��!A, ,',",�",�""',� "'� I�' '' _­ 1-_- �, 1�"� , I :, I "I , -prosucho,Of f1puty for$di�w fulatficiii low~in bI poetomil IZA . " ,@ , �,r',,i ' '�­'4�,-,­ r , . , �';Ii� `�44�_",fI;���j Contact TOS Englince ertiflic,.ItIon 3. MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS,SUCH AS BUILDING MATERIALS,TOOLS,ETC. I , " , I � ,� , , 1. I - - , � , - , , , I� % ifflemnoto I.n fire _, -., ",These dINimnots do I I I I ��, , ,� A" �ft­­ - , 1roVIde Englnee, en ,; � �� ,�I;,,1. 11 I� �� " 4. FIRE SAFETY: ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA,AND/OR IN ANY AREA OF THE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS TO BE oftratroft,101plyl, ,�,�,�,, ,, - . -, I'll­,�L­I 1; ,;,� ," zowo x�i�11.0tamw&*"�-.KbAm*u I ' P � , `11­�K4,tlrl�, �I - . "Oewthi,it �,zR.11 1� .,�A�"'�;,, "jW;;,';X 11-, - . I �,'�',7 - BaCkfill,On F n InstPlIed tO Codii 1, I . 1 I X11 I- I_­ I �,i�­, ,�! ',� �,I 1"�,�'�:, �n "�,- 'E= CoNsrAL WATER IS SOUlt"S StSMM(� hcs bo�C I ,­­... -,�,�-,-;, I 11 , ,,,,� ?7,�,.��, CONTROLLED BY OWNER AND/OR GENERAL CONTRACTOR. ", ii`�^' I ,ii,,,l,;1.,",,�,:J.Af , � M)APFAS I , - I , ' -treftal colum "lf�,, I � �, 1,- -, - ,draln!V 'T �FI.W idevoi an a"map leamilomqViel to the Plants Am.1 T �,� , ,�11 �i',�,I �, - �,-,,,,­,�,.�,�";,;'J�', I thatthl, 5. DUST CONTROL: DEBRIS,DIRT,AND DUST TO BE KEPT TO A MINIMUM,AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA;AND BE CLEANED UP AND CLEARED FROM BUILDING of W,'these III obtinteltilt Molt be Compared 10 sli a"ratios 11 -ICIF&I i::�, !""', �I 1 Y7 - 11i*1i1'1'_1 lrfI'l 11%- ,I� ,- �1'1 I � 'Iftl F I-"% , W-1 �11­1_i� .� ; :, ,,,,� V,-I I = ot�MVML pRorman pi"s tollim) PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. val*m ralloembi id,Ill items terftat ismum Fix Alyrrailen tregiadwIt " I '�.,,�! � ,,,�, VWWS on be~the NalliI G004,din, tritited oubs,ot t929$Oil O& .r, - '' - ­ 1�! �� cv�10-."U"-.""I.1611.""Omw�tf-"P""K�"11,04 6. NOISE AFTER HOURS: CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKlNG HOURS: 8 AM TO 5 PM,MONDAYS THROUGH FRIDAYS,EXCEPT LEGAL HOLIDAYS. � -A­4­�,"T 11,�4,1'_j r' 11 11 I� �., ;,O. ""' ­ � I I. Antej�ji trai M.of Iti VW tho"'Junall rAittleve snrytit, , I'll �, : ,�, - .I I - 10"11"it �f,,o ,­...�,� , . I �1'I - � �1`bl - , 11. ­I - I " I , , � .11,��_��,���'� : K WILL BE CONFINED TO THE PROPOSED CONSTRUCTION AREA. CONTRACTOR WILL LIMIT TO THE MINIMAL THE AMOUNT OF DUST,DIRT,OR OTHER SUCH INCONVENIENCES ��,� , " �'� � : � i,I �.` ��,� ---------------- le'.."u"CAfto"ble-ley wool 0 at ttij_�5�or olnils�tl Ithe Notional Gimilebt SVIVO y of 11 'Will, I � I _1 "'.� �111.,�, I ���` - I lit, � I �- ,­ I.I -J'�'j �2, I I CREATED TO ALL OTHER AREAS OF THE BUILDING. � � � � I� i� 1 I � �' "� 11 11 �... - � 350-F1 -"_ � .1 - b,^,#­#iju4�mV_by,.,V_ -0 Tt';,"e't"I'�, ,:� — ---------- _____ DING nr- ,'i 11)7' ItheitillimWailddi lrll�;��,�_ � ,�'-­ ,�,'__ �,��� *sr*w � .t%,PLACA11 � � , ", � _ TRus- 26h�X,�,,�,:,,�_q�,t�:,j ", -14 �� I !�," . 11 , 12 -.'-��',, 1, I Nas Intoniahle stsuiod, ­," I �. 7, , I 11� i I.,- I ­ Foodew toud", �, �,�11 '1`�, -�� , '6NI-, -,'I I'll, I , - ,.11 ,, er . , , , -*�I�1, , -_'_- 2b.�,blo-mv: , ,� , 9CAA,Ni 43$12 � , , LONE _�`, but-AlGeoleet,15-ft" � , ��_"A& A , � , , �, t, I- "I �A�Pi4-� -.......I...... �e�. �"�� , i, ,,� Oky Wd 0%It"lln , .-:�- - �IN, , �T� $ISMc_1a,#i , . " �I , � c4-�;Wl��V,11�'­_­i`7 1,,� � 130JEad"Ve.tKowat, X I boreW i�*v 'MI-I ket MIM W ,*�;70��;�,- ,I #,,4E vgi�;��',41 :-� WWI d "!Vs-Ame&*101-W. �770_ , V,,M-­i,Wr4VV,y 0101CUPANCY OR No DESCRIPTION DATE 13182 I171 , , _�?' ,T�'ZON, ,�, i�`, �;,��,,,,��,�,;��,�",/"�,,�----, Sam"SP-2 valylaw 21mlo R, � � 11 "eWbe . In,�141.1ft- (3011713�U42 1 .;'­:,` ,�rs,'�;; ", , ,­ ­_ ��.rtv,�.k ,tl I , 1;o�,`*4 � , �­M _�l , 1� )� , I ,� I I 11 , , � I , ,2 1 Li-,irov I atiorinaleo W berulli I I ,;,V Ti��.,!;�,.11 �,�,��,."%I , Flf;,�_' Z,;-" I To oi d.otm eltenstion,d"onpi answ lo"fon, � � '4 .A ", . I I ,1_1��._O' ,0 - 4l . '4 I,,, "­ , I li -, _�,.,Iii�,, _lIrl"_ Itimme, .0'.0ii melyi shapp an"ft map,plefto issmact"InIm"Filon sitti Sninti I 1111�I " 'I"I /�,,� �t­Fi­� - , 'i't'i'l - USE IS UNLAWFUL I — , , �, ��,�z V, " , I �, � ,�� _r�,�.,�,"� .0" ,�._, . 1 v�,.f�.wt�,.~�*.Ot"wwf—w�f�t'sme�s- .ff" wk."02!!�wo;s��*Yltooll,r,t":!,Q.�vW$swb�90*1 -16.A 1 -, PLUMBING AND DRAINAGE NOTES I I .� DONE X _�),"':",S�- ;��:­­ .'.LZ It - ',I III orn h ii _NE% ,> �,,� I I_:,lZ IV It t',,'__:-,�Z., I-Z��Z, - I �0+ ,'4111,,,1,311V",',�,, E I I I � ��1113,p , , � I T� , ,�,11 � I , � ,,, " , ,, _� 1� "141.1.410"'e"e"J'A"'en,"Von',#09—l'" � tt�lr� ­,­ _"`:;,I��'_ " I , ,,,M ,Be"pop inembution,ithoun,an res FIRM enits potinild it,d4W 100101!by ft I;I '-111.lit,F,';_:�_1�""';�­­1 ';��'��:.' ,,­ : 11 � - ,,,,,,,, I WITHOUT CERTIFICAT , - Ity 4V4 CWSI llfmor-11-01 cll*tdl�t-rt � "�I',,�,1`4,��",",'�,' _,�,,,,- , i� � I New Y.4 Sft%op-ca of Cymr$so^ _�, ��l;r �,,, : &----------OA cou"i"i , �.,­,�A'­�­-'i." "n"I , r I ,,,,, ... — I I ­­ - , � 0i , Thai into"ahon sme oul"d riorn di oothooKotoospV Fleduced ul 0 1 o4om 1. ,�,.­ , �­, �,�,� ,T� - � ,���,:j��i�,;�,`? i�, : �'�:i, ,, ."�,­V., '�­�'. '�,���-�l"� ,:1 , 1;��'.r,,;�' � � 5 __'j'," I � 1­l� , �#��V��;,�!�, F�Liii­['� Lo"'W�,oaziediIi"tin, '. 1-4�I,I� , i - �"',;�Ji­"4 .I P.M enoution fmm pbooltwiftolabil 2004, 1, I , 1-It .1 M, " , j " "?�­i,,,�ii,�,-' ' : �,�,,'�,�,�,�� &-----iie Tmii 1,1014 , %j�k �r , ,f � E - ­�;" ";"� ,4,�,,i;!"", , '. � .- '101 Api on uptiabbit topwit,phit W-4miltomitilsesp rislo-ft mile do,bdW aid -1 I ­.;�,��­ " 1_1 I- 1111­,�,_�'�j �_, � OF 1. ALL PLUMBI NG AND GAS PI PI NG WORK SHALL BE IN STALLED I N STRICT ACCORDANC E NTH THE REQUI REMENTS OF ARTICLE 16 AND REFERENCE STANDARD RS-1 6 OF THE LOCAL BUILDI NG CODE. I � I ,�_i, _ ,p,'L�V -, y i��',:, ���,`�,,��!�'i� " ffrar4si=X3W ii C­d,,it­,W,1,oytl.ft RnI I on*,Coi� .p,tosi so".th.md tilletymatens ond noodpiten dolitishiltions;Intis _ ,�, ,;�.,'i�" ,x "I" I 11 I 1 2. PLUMBING FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE BY LOCAL JURISDICTION,AND SHALL BEAR BS&A APPROVAL. ��,�,.�t­�, ',-111 -" g:-� ". ­­ M,��,�,,,W�,�,:,­ ...............�- �, � , � ",� � , � of 0,,�W im,W,ise,'me."term -FIRED EQUIPMENT TO BE A.G.A.OR M.E.A.APPROVED. ;- ���,i�`�;'n', --- 1, , 3. ALL GAS 1i shi OR the Fre"out.Flom to,this jilaltidsaitift. As a mlidt,ft Flow `�,�`,'!`�� I'", -V11 1,&11 I, 11- ,,, � �,,�,..,�,�,,itt'�.'��,,����,���,.� I—- -___i-" , � Fminii Flwd.wy0o%W&ksfwftNwt.AMUI*MhN�ntq�WORWM ,�v,",­,�­­­I—, �t , . I ,`!, ,�.- 'i _. � ,W-" sMN,-AeUn,_,0r*%,eea0Ms,iW,V44W­�01S 4. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS,AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ASSUMED FIELD R1 :"""IA-',::i�l ._____� ", "d �,, , , ""', `A," , ,4,1�,�',��, '10 the Flood ­Nll�i:` ,-"4',� , 'Wlt,'_111. G : 10=4001,study Repm(wi-dt wirbOns A11,0116thily h0ft'llic fts,�" " V,� -"-A,�A,,",�i�� - CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO PLAN WHICH SHALL BE NECESSARY,BASED ON ,�­ � " � - - ��­ -it,"', i :,y , ­ I ; � wommeh"maslwt"ftaid4kt"mwt*tmth&imonl.h*nmp Also, 11 ,;,�� `Aiw K"��t��`iii,-'f,",'11`,��I,:,- _,�, I WMOD li smaox vw,A^�st"mmit Ratipe,,qtMed", Mills, 9 I,�� ,,�,�,! � I yi�,V __ ­_ ,��,-, d . - _� , , - , --- -------- no".W_f1W`W0N*1V_.1�IV-vmndai the mw IV 11001;`14"molonlibmt,for unrevis"weenti may diffo,from ody is I . �� � I �t*7' , �: ��, ,,­ I __.......� ELECTRICAL CONDITIONS UNCOVERED IN THE FILED,IN ORDER TO INSTALL ALL FIXTURES,EQUIPMENT AND PIPING IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE. � " !�. -7 �,�,,,,,,,;,1 7-11 1 1; " ,11,�­­­�,,� afteampe,,,o-me I �, 1, 11 , 11, � I ",I I­ " , �'11' �,�,�� - , , ,,,I,", �,�, - � ....... �, �1,',�l,�_ ;,,,, 1 5. PLUMB�NG CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. p. � �", � ,:, , 'I,, I � ­� -i --'_1' I �,t;, ,� �,,,, , ,,, a , I f 1: 1 ,1;11­� , '' DxS$10, @�-t�,"I�."�lloetolt.-.rtm - ..I ,:`,� .1 I � 17 lit , , UIRED , - - I '1.1�;7 � , �1�,,­­;� - , , 'y" 11"V,'�, ;��,.,�,',.: ,,r_ - . I I - _�,,� �, '­'j�� 'i"', ,./", ­: ,­,,�,, ,,` " _ ", ,� ��, " \ I'll, $ ; ylyqw,oi jf,iSpr-_CT10N REQ 6. PLUMB NG CONTRACTOR TO CONFIRM WITH LOCAL AGENCIES ANY RESTRICTIONS ON UPDATING PLUMBING FIXTURES , ,�, , , , " " ,��"",�,,, , �­,­,�`- ',��O,,� _:,-��;;, � � �Y,J��,,. � li',��'111­ ­­-�:�, - , ", 1111, :11"1111, :� r, Corporate 1"M ebeiiin an thu,map"based on ma best dot,inittlei un the I , , ,�,R� � ,;,, I ,;��; , IT PLWARINCI_� a-d"mation 9�"chaila.s it.to on",,dwil,Of de-iumeo-�.OVY I,�I", I ­­ -""J. '111 I,:-;�It�'nr�-,�:� ,; ,11 " I , -41, 'i I—" N I *MIS W-K. 1 I I , , ,I",�,,1".," "" "", "' 'I /­�­' ,�, ': """ ,�i,X , , ,� " In ,, : ­1� I 17, ,;�­,�_ ,�,� ­"�",;,��, -, _,""', 11�­,­, 1,,��,�. I P-L PL 1 � . ,� -gf, , ,­­ `�­,! � "­ '�, 111"-: 11,.111�,, , —;10--,- ,:, I , ' , ; ;/ i� �,�/b -or,cuividefte P"insewas pt-Unnithil,ftep-should wnbiff sislopless T - � ,r ­ ,��;� , ", " /, Ljli,�,R, NOTE: THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,ORTO BE CONSIDERED AS , � , " I i , " , I I -ING itili : " -, ,, , � , , I ­:"O�� "� " , �41 �� - - ,,, , ,, - " " ��,­,;"­ ,�%�,��_-r ", ,,,�'; le"I'T"CII)Rf ixt,­nt,4y 01fouls 10.06h,Orient porpoise hi tuonkies, q � I ,­,;�,, :�,,I, ,14 :,w",,,,�,`,,,:, � , � :_ � � "I 1�'� 11 .1, ;���". , I 11 I I - I ,�:­_,� � , ,!,:"�, �,�'" ;ii,� : ;i I- � ��,,;, � ftlim ,%0iaVih*­**fM*,,ili� i . ," �,­�/,�,'�, � '' I '�',;�� " - ,- 11 '�'' ­ I � , l '' ,�,�,,,�­,Iv...I , ,�,,�I J�A,f'!�"���`,�I,�' , 12�1� W -) - EED , EITHER APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. I r 1. . , � �Wl , � &Iiiiiii AT EF, L 1!','`-S IN 11 �. - '­' I- Ilmit"ni to me ser-wittelt,Peeled M ap Wax In,an ih�nke,mon lb,nikell r I . . _,` L ,:a�,!�,1,�;-j . ­�R­ ': �­�'-11 I �I 11-1 .­;;jl;,? I ` ` , , ; frrfC�A t'ATE�oCkterrMM - IG .�.-dristoppmetlaythistorem ,,,'� 'r' I I- _""�! tSi;�jL�jSWjBt­­­' _� 1.I'� '. � ��"�­'�,­-� ,','_;�,,_ ',,,�-�, ,� . , I , -, ,"', ", ,-,-­ ��-WIVW,,�-;­11� ,!,, " , ' ' I'll"111.14.::,� ." I 11 r,, 11-I � r =� I I I � ,­-�,`�, �_� I . k Gi I � , ,,��,�,",��:-�, - r.'-��,,,%�Ot',, �:­,, F,CC*V.s�,*14'f RAM i TESTING BE-C)p,' COVER , - dMdtd Ini 0 thislit of"embit Wit,ty Action ,�­­�, : I'�, -,-,-4, ,l,4,­� "';,�-.�, , I il,",�" The AE 2,MO ci h"been "� 0, , . ,",4V iiii ik�, '11 llol�11�1'.��-`�t�­",I-, ��,�;,��,i�-,��,"��,� \ "I . 1 - 4 - ,�,'%7�l� W , ,'­,W;�,,N (UNIWA�7"LVwA osineems Me app-60016 land.Wd limit Of the IS-" I '! "t- I , ), lw/`.7�* - t ,. " I_,'�,,� �,^,I, : c EFrt��lWfA,W,,S�.6T,Ki#tl,*OTMtt#$PAtNt I . , I "I " - , " , I � \ , Wl!1�?r'1jr,?­',,­�, _', bmli,�ql walit,Tie oneirs of"v#hai ft buttli the VE Zbee and the tAi .�"_�', ,` :,� ,, 2,1, r 11 I "i , _41 :, ,',�'­�,,, I , -�1��,­�I 1 4;�,,� ti�i� ,f -,,1�:"'�-$;'V.: �N'' I It. -�- �;�� 'SiRb,,t.ftZ0n-*%lm_i,,t,,,II.c,,I ­0�0-W.".,iiihii i: ­­_� '�� - � , ,�:. I 'X�`, ", , ,�, r;I I , ,$_, -1 '­Z " P,�,,4*. 1 �-i_ftdu`iWi`.0If_�.A`l...-,0_0__. r 40,biewseny the Iiholelint,and the UVWA IW Imms unt"VE Zoi lift AIX --- 3 11,713"ZIl-,,.-I.- , 1��,��; I �­P,_,F�-,OD-.."-,.�~-.��.d-�-,...". .,.:,.;" ,� ­­-, , , a-,,�E.�.,W.~,,~".,q,W.le­ itterlb"VAI be losile,to,&A lims"me MOO 11110II,in I ft A Ztnti I _ ­­ Y - I - I � -W. 'l '14 11 1­1� � IRTIFICATION ", � I I - - � . "WI& � �7�A-'�:_; _�,, - r.�' rr I I � 'I, ,,i,,il� 1-11.11 1-1 . '4�' , '��,z ­_:,­ , , -�, I IU-N �:,_,!�`:"� r �, ,' ' 1 -," I., 11 ,­1-.,1,ItV1 �_ , ., - I 11 I ��,�.,'.�`;,,,"i����� -z : 1, . 7 Ji 1$r..:�P� I'll.., itV ,11: "'ohis p,odw imetootited vmh Vis FIRM A,millible pMMItS May ihd.d* . I ­ , "-,I �, I I Coneld th.FEMA Nap Son,ko'Citritter at t-1111100,11SWIS for itilim"Win on � ! �,­��':���1 �", , .j� ,�Ii � * '!11,�, 1Z �.)`, �k'!,�r�,,,��,:�A,� ;4""�'�', .PLUMBER CE FORE 50 KNOLL CIRCLE Pm'noU,hynRlmd`1L=%Of M.Pchili A From Inummi siddly report,ardi �I I'e '�� I ,.��Ir f �111'1 INTENT BE . . I A.,# 01n,1. 4"�,,:%-���_�,�`i�,,V`j, \ � lb 1"_"lIftior-ii-VI,I,A'"it"in the W"'now,at"m to,i b,l`nV. 0 Co . PLUMBING RISER DIAGRAM : I . I .� Flo,- ,If — *% -,y d,WW"worn,of 0i map The Fr WA sivp Sm,wat Caphit,may Moo he millotiod �',�!',�'t ,'­,"",r'��,���I, ,�- Y j� .ii�,`�,1�1­� ,:, iq"V,�_N~.�I�ftg_etlo�tii ON LEA /�F,I, lbyfftSI-80�-a5&96"lirdit%Wobgb&IWOXIO'MWMff&DM I-, _"� .,Z, . � .�., ,� , _,�, '. .".;, , ' ' , I I � ;4;, �, ,.�r�_­I . C,I j P j ,',-,, " �145�� - I I; OFOC - , 1�1 I -�-,��:t-t--*Trei-J�,'I �'­ .11,�, , ,�:, .�":, ' ' � ._� I I ;7f F ,,�:v -A I , _,�"": '­�,. , , _,. , I, I ft you heh,ii questions listilt nift Mop W qubFtVrR;wricemmilthe babol Flood � ," � , - 11 __:�­�6-,j I �`,� _02- CERTIFICATE linlu brioll Froiram in 9pnitI Pali call J.8?7.FEMA MAP 0477.334-2Uo a I ,,n I f_�, , �­'�r 11 11i ," I I 11� , I ��,, -1& -!;,w�4�"I�& ?,- 'i: : MAP, SCALE 'WW I � r'r-- ELENTARIO-JARAMILLO RESIDENCE , .1 1, i. - I .. I-A, vi ft �1%11`1%,�1�741 , .; " , It" - PLUMBING WASTE 1"� !, ;,�, 11 i) I I I"!) lowritilremAweboterd j%tp,H*"fIM.aov&aaSi t�,',A,"��I-"%' " - . �,�- 1 III,,%�, !-22 1�1,�,#,;'�A, I 111.1-1.1-1-1111. GAS � � ", 11�4,,�,r'k��f� 11 4, N , I, I I- , I - ­--_;r _! 4"VENT I I 11, E,�4iZ -1,,,'I�`, "_� - i,15 **�_11_ , - ,- ,.�,,,,­_, �__7, "-� All SOLDEP fll(�'"- ' � " `,,�;',"_'� ­`_ 4,,- , � 41`1� J �,,��11 ` , �Ifv�l-1 _,e, -, - , �:, �j",�W 4,�� , �ig'0'1'011'1�ift_-` "gr '' ,V�� I V­�,f�j;'­��,,'; 1-,, 't"I -1 tif5r 11 _ , ,' z*.,��.,-"".��,�,�4,1�,�it',F-,�""",,;�� W -,",",,, ,1�7­11 , ,I O, I � I , 1,,11 � o.��, ,?�',,, - _ N I- ­­,�,,- � ,,I �� 1,1 - -,-, , - I � , ",.,,,,,r...... ,­­­,,'� ,4 g ", I 1,P" ,, , , I 1- , LV ��­ IRM�, ,�,.'� icv.r=jsim_j�-=��=-=M­-,­=­_­at"" - , 1505 -71", ,�,.,r I _ , - ir;, �e ,, wz-�,-,�,­,� � , M--,,��Re :% "I ;�; �' K,­,-�:�,p��, so a Ito Sol S U Cl, ,", ,I , '­��­­;�� -1v­K,4j,�,lVii, t. t . I'Iff Z!,`......(Qkh........ 1. � r "I 'W-%,"`1` Z'Z_' ", : *f- t _ -I � I , - I � : � I - - 1'3�, ,E� - '11,1;�­­�Ilrlllii ,�'4 ,­�, - I P'�,I ,;��_) � Project number - , - :�� , %" , �� 1 1�4 I�Z ­Z�,.,�AV� it�,4 ,,� W"ll '�, , -,':,`r�� " , COASTAL BARRtER RESOURCES �;i­�,;-�I$Ul-�' 1�W`,­,� ,4'?01��,I "�, � ,1��., I 11 - . , _ I -i L) � � ,­�,, - � �4",""W"I .,-1,�, - ,,� " 'fz'i�',Yo .Zolil- 1� ;­­�­3 -,�,,�,,,,- , ,� f, ­ �,,V� �,,,t�'%,;��-, .illl :�",��in,T`A�� ,,,!� j�',��,�'11_�i,,,, -;�Zi�i �� l 7 1 ,�'�: ,� , � L:, - . -�7',l�,,'�i fi"� "�, ��l,�z6NC,v"r A14 V`;?-11A 14_," - IF,," ­ I -itV��,,­�l "I,,�,�";,., !�, �, ;,� ; ­­­ ! ROOF p"; � � - 1. 10- , "' - - 11/04/13 ­ 21k, " ,,, X", I I , �­I I ­ 11 I rlo I I ..... 11 11 ­ I , *,�,""l, 11—,I�, '*',�,��,',;, I-. - . - ­,'��, �',%. I I 1,8R � - ii4!'�t',��' �1­ - �'/ - , Ity-jil-1463CGRSAull _ I'll �`, �!;11z�,�'11'1� � , -, """,- ,� i., PANELL Ii , ", , , , , " `4, 1, I , � , , ""1i �­at,�I I��,t_ IV , "��,,1�1 ,�!7��',,�P'`%_�J�,�-�,,'Lj ,i � , 4 " , ,., , , 1�_11 i t I 1 �71!71' ' 111-10"", 1�1, i, l,0- � V '4l- .�_ , , I ";5,%�'� "'.'rk"1�t ?�'�,, t,-:",;� ,:,�&u,:t��;14­�,�'� : !l� "- 41" ,, , , �",-"��,�",", : .70, .1 - ''I,�%��WI- � ,.t" �N.-_ �I �-,�tQ,�f��R iZ�,,I,"iil�',�`,�, , , I I �_, _n �'t -�2,,1,�,,-,7�1,�,`,,'� i " _ " 1" -V ­Wy- _� � � ,,, �_ - SYSTIEW(CBRS)LEGEND : " t� �41 --- - 11", � ,,,, `-`,�- �;I Date ,,R� - I� 1�,,%-�1,4,t!'4""i " ,::�j,_ . Mr, All T+ -,�­ �,,, ": I i, -- , J '' , , , -!, ., ,'7�1,, . v , " I �, , , , 2h ­1�0,' I li, ,'­`,'�f "ll- ,7,f , 11 zsl� "W i"i,�", ft,:�,.t,,�'­.'�,,:�,�"",", -i 1�_ -�.� -g��'T,,;,�,I�� ­44,�I- ­­�,'l-l"_ --r/11 , I,I _'. : I ,I t'i, ,?��,�, it, , Ilk ,-,,­,,,;,', I � F(OWIN"44tENM,kVAILAO�i!FMW,4r,nPESW�VtyftnTOR , , ,�, - A ­ � � �,,,,� , -,li:�� �­ '� : �V'� ­,�­-­:��11� �1,;��� , ",��,­,,-�1�,�­ 1, r� , 4 � -T�T-; 11 I ;�i SLMLSTAWt4"YIMPf�OVI'OQNORAFW,40,lObCRI.IW.�.1Nt*,SGWTFO , , , I X,� 'IV I �INNI�-_141�11�;"��,� ��`-v, _�, 1 *­­i,`il,?; �l -� i ,�"r,,,' I' ,� � It"S AREAS, `�,i,,�i�.'.��i'�J"'4�1 �__` !� , 1�'� �!, -11 11 :1,1 � : � I I FIRM � c "'�:��.,;,:���i��,,'-�',�-',,-'- - �� N 11 34111COFT ��,`344�, ;�,i I- -_Z4 . I I ; , I A I - , ,_, `# It i I I ", �_� ,� 0M 5, �4��,­ , ,I,r_j�i � FLOW WSUOKIE RATE 9* li.lo.l"8CtRtAma ,�,�­��� , . ,� ,� �,N_l, �&�-`;-,�,-;�,� r-�P�,,i'if`S`, 4,­��',e�m�4- I BATH 0 Z COVER 5,_­,;ti,�,,��,,�,.,�__"," V!, nw,", I ,,,,�,_ , ,"�­A,r= 7A�* 11� ��1,�"I 11'I ; M i !� KITCHEN BATH 1 0 , ,,,Rwpi, -,�,f,��,�`�'M,41 "I.1 �,�,� �,��4, ;­�,"', '�;`,1W-, ­- `4.1i�t­, 1 � KITCHEN " -I�_4'1 ,�, 1-1�4 , � �; ) %. &I- iO�,`, 1 t4 � ,7�0 I ­­­ I�I., ftr" -Y talli OR %�,­)�r: � "�2 .1-51i " :�W,tl "-?�`��,'-�,Vl�k'�!,,�,j., , �3w�;.I� -, � ­_ �­ f�.,­, ";­�­­',�,,­ I 11 I A,��4 : � � . I , I F1,000 01"ANeV"AV41-Ai"ST iER11i �, UF7,40im ,a*;, ,�7VM"_'Al+ ,,e, , 4�0,,�� i"I�, 1. - ,5,,*, ­�f,_­� I­­" I - ; : for SUFFOLIC COU1144TY,NEWYORK SUESIWALLY WP0%FVQN0RAFXRWJVEI,C1_R 16 IIA 014 , T,"�.-­�;�4 I � 4z"Ir '��W�:t,f,-""�i��,6,-��,,��,��,:""�,I , ;,,,I,'��,j -, -,k'?V-,��i7l �,ii",k,f� .-,-<- �''�,,�'r,".' I !I RE- RE- RE- , 4 - , ,�' 1.".,�,�`,��,'v�'d�I lrl� t I APT,n:a? ,4, - ft, 50 - . wiiiq - W" �,��i,���,4�::,,_:­�,;,�­�- - :�: I F (ALL jURt8OIr,TI0MS) RE-PLACE RE- RE- RF- RE-LOCATE NEW ,,AF*A'. �,:','�,, ,l, �;­-­,V�-,T,;- I , ,- 0,,�'ie�,�,q"" : - VEraWTUCII ,, ,- ,,­­T-��,�� -V4,1ti _4 - -4 1 l� I LOCATE LOUA I I, LOCAT i , ,e,��- " _V!, �,lr4.4 , I ::1 SHOWER WITH LOCATE LOCATE LOCATE DISH SHOWER UE 01�1 ­ ,t,,� , , ,�, "'I I- - I "��,�I�,,;Z�'', �I .........," ,,, ,,,,, RELOCATE , im"', ." , , -, , - - , 0 11 "","A, 4 , V-�4�,;l,,ivi ,i�,�'O�i � 1! - , 1-17 4,',�:��� � -W,- ,& 7*,i,. , -�t,'�'­­��,"', � 1i T a "j�j�;�,,�,, -�­',�,�,,�= "'i '40-1 9OL'o T- ,�,!�'�_ _ ,�it;4 I 1�,O,z;" ��,-� I I :1� " TUB LAV TOILET SINK WASHER TOILET LAV. GAS RANGE 11.iti.indil Othilryi pedetsod Am*IDPAI , .�,�,�,o - , � . , -­ I I -'j­­-,J�� -W � , - ". ,% � 1.r', ­'­ � - .", ,�e­-,I itif I R_gg,V� ,-�,�,,,, ?rR, - I I ,_'/'i�, ,,,,,,, -.1r.I-1 Z. - '�,_Il`, I� � ;T �, , , 41 -I ,-- ��`�iiil 4";"5�,Y��:,�,� � J! I 3/4" 1 , ,�M &�, ;� i N - 1, I f 0", � i. -113F 1 I'll, '?,-� 'F�4��,-�i"�,�­�i4� �,�"',',:5: 1, 1�1 Cioi4�ltl ,�R ,""��,,. �';"15F4',�� rl,�plit-" ,� " 41,11i 111�1,11�1,�, �� ­�� I ,,�, , I! I yq,, se_pa,r 011 FLOM lr&AMMW1r AVNLMLF"STPUCTuPM Nil MALT OR o�11, � I , , , - - ,�­--,t.,i , t 011 -001 . 00 . 4 , . 11 ­�,I ,� - ,4,;­4P,­4" .t ,,�', ,,�,, ,-,­­­i�o, ' 'I G T;­;,e,;,"k,� , - I It " :�Z �',';�,,,M,j-,_" -f--,., � � , � 4 - 51", - TER WAIMERIG IVA IN �1,15 I 11 ­­ 1169 't " ., it, �-, �,, - ._,,,,-,'r�,, , -��'A�: _,,,I­,,1'1.��,.i!:'� 5 , COMMUN tLUMDFR SURSTAWt4UYiWrOVFDQN0RAF �, , - -�� '14r, . f ,�­�, � : 0:t� _ I " -VE " ,it - -�-* �p, _AA , � ', I L MING HARBOR, 1-1- IN zi I f,�, -�, I ii� V l)-feir.144TEDOPA.VATHO THE CMS, - li,',f� f, 19,� "" ;��l­ d ,s per ,4-_;;�-o � 1;4 "IffloAlt"I"INE, �:;,�,",�* " -i.,,, ,-_,"�--,�' - "-, - 1 4_�;,,,;i�-w3i,�,i�P�A,.� . 1 ,4 1�1, & .- , - , la � ,y, ___"' "" ,,o -,i��,, - L-f-\ /—J- ,/�, I - I '�� " �') , " -� ;: VILLAGE OF , .1� �� 't,��, 'Ws ,-,,�'.y`,o`i7'_" __�, , �x ­­/�-��,� � -1,41-l"I'l$0, � !1 ,.- � , '�!.,: V,jjjj:e 1lit FL i�,�"",:,"',";,. I., k � I , , , " : 361524 1141FIMCMAnti, M i�`, 1 , 1� , re A 1�g�,��,;�e,��:�,;':',;ii ,� i�11,-- , ,� , , I Sc ,&* A,'�';',_Ij.� �'� ­­'�, 11 'y"i � 'idWE ""Cilt, ­­ - , � , --�� -p�,�,� lof'r��,',:,�Z,'--f",ei ;�;C, �i�ii;;��;��­, Iii,fl�,�-J, 11 ,,, I "" 11,;-, � I I I - "'r- , !- g­�,,�­­',,'�n_ " _'," __, ,�,�,�;-"�,W��,�lii,A I I SHELTER tSLANC)' 2" 4- � ,, Ilk �­'­;�JA�,,i f" � 1- W,11 11 . . , ,� I ______L � , """� ,_ - �3­ 11 --if / FLOOD INSURASICEI'llor AVQLAStt"SVILCTI,inli ltli rVULTOR C , � ,0, �'e,,,� L 1�1 1"],,,, � As indicated ", ,- -- " `,"- ­'J­� E, 2 360800 1 S Code, ��111 ��,­­­­V� ­ff­ ti- ;41�1. � ,,'.,i"\-",;^`1,��t­ , _i, I � I 1j�llill`i , ,g F6 � U ,iiV' i,p ­�t;, "', SUBSTIRntli 11AF400VIEDONOR AFTER WNEWR W Y-.IN il -, -1 ­f,,,,r�i,_,,, ,:­�Z,yj , NY L_j / 1,�` - t ;I D , ­-, IIII ii ,an i,Z;'::�, 4 _�I TOWN OF \�\- / F9GUAIf0CF&SARFA1, , ,�'] f V��,-:­li,-�t, I -t;,�;1��­�',�,>,�,­,�,' ��,,'.a I �e` ­ ­ , I T - " - ,A'A�, .111,1-'I, ­ - , � , ,� , 'n -1-1-1 '��1.-1 MA,"",�^_ _1 , DI �, � I I a",)0-� _ Zio i 'Ek� I ,f zk"""'Z(APXg2�:� -i I 11-11,*"3Ot6"P(aioti*dA,va*PA) . '. .11-1. W , � . , � , 1-1 � -", , 'O I., ", 1, ,,,-���,;,',3 Ift <,, , `� � , � `4 1 it I I :;, SOLITHOLD,T0111ii .0813 -, /r " ­ I ,011 -�- 1-1-_?;� - ,A- -4,1�",q��,-,�"i­�'��, 11 .0 ,�l ,V -r,t, -­, ��I�`,%�71:,_,4_ 1`1 I ,,��!�!�`�.'',.'�P�,,:,� I i co , -:,,,,r , ,4 ,i� #�_­Y#W�-1111,- ,� ,,, ���;'�� I ,-,it. I ,-q j,-­� , , I " ,,I I',�t� ;.,�q-;,,­­ . " r. 1 1�4�`,�� '�T,!,','� '� z� I��­,,',�It"1; . ; I I -;,P, ,7 � ;�,�F'��; �f, 'M, %il,llii�`I,n� - '" , ; _`V...­1�C.1�,,IAi..W Ri - �'. , � ,­��V 1, t1A,� -"I I �`1 . rtti inSuRAPIM NOT AVAILAMEMP STIPMnSTSWIllitYKILT OR 1'� k ­­,� - ,�"*'A", ,1�� 'X ,I :i I-��;,.`.­, :;�� *1$3-V 1!..___.-.-.,�­--­111� I - ""., -1 I 11 11-11 .,,;�,� ,, 11 ,---,, , C.�A ,:,,�,::,�'��:,�­�:�, � StateiTAPOWLY IWW7,t 0 OR OR AFTER WAtieli IS,19,"IN r,�,V,z,I � I _ 0-W 111r,"'-1�1* ae�, ,-�; ­Vf,j,:�r �;­�­�1�.11'9�,iw-­..-f, �1� r,,',�, ,, i it-I."4, 11,,,1--t'-ow", RE. RE. LOCATE 4 A - ,"-_�7� tl I "i",- GAS � -._41 I 1�11_,X ,�h'r, 5, I I 1( "A* ,,,, �-��,- -,�� ,���-,��,�!,�"" ; -_'.W. --till, ...... , : c-.9rWIATEV0Pr*W1yT1r4 THE Cli 1--.. , I ­ ,l-t-110 �5F,�,�� ��,�-,.4nli,--"�""'���,�,,�,�,�'. �, 11 ­ , � , � �­­:, ",.;i� "lt, . LOCATE LOCATE I , -54iV- , , �'11�!,. I _�r, _ ,-,4"-"-�-t�-,-,Og,�'-,'A'%��-,.t'J.�,4,��',,;'����"t: [%��Aii'!i4� ?�ti<�, I ,_I.R : _1I %'T�.; rc 11 I� I�,­,�4 BOILER HWH DRYER � E_­_,,X�,�,,,,,� ��":lr",,,,M�,�., _�,��,� . I I'll I I , , �I?7 5'� P,',��,,`�',',��,�` � I t PANEL 177 OF 11 026 riC-r lig I 'i 42-24,1111117 CORS Amil 14, . - O,� V , �,,t ,�.-', -"I. ­­ -'41- ­� A,4Ii­'iM`­ 5,h�< li�`l I I e _ , b__ RE- RE-PLACE li _ tl.v I _LJ . � , I I ''W", ":., IN" �� lt­q : MAP SUi H � - , , All _Xte LOCATE OUTDOOR ,- 4 I .1� 111,.l I .,I* ­ 1-1 ,leg", ­," ,e,Z , , ,�"�, ," , ,'I" 1" 314" rW(16�k%,O�AK�MNbYA�AL-Ast'5rmt,MXTLR"fjmywLtl��R 1� R,, , �, - , t';" I I 11: ��4%"il�:!;�:�,`� er.�_ I-I.,,.I" III -Li e',,"'­%'N i- -�i�tk_ , I, " " 1,,".1," , .� �",�ffj I,.It I :�:; : �IKf,.F#q*,VwrFpoi0.'iatAy0uyl SHOWER - depit, "­,"',"" ;�4tiO--�`,0i ";"-f,-� � Pl- ,�N t"�" -,- ��_ ;:;: ; % ly __ , "" , , , '��P," �,� : A - � ��i,*,;r ,t � 111`�. ',I-, M_ I . _-r SUOSTA"M I 2A,IWIN I F,I�­I—-rl�--X1 I �,�. ,�� �;, Z, 11 ,�, — �, -_,j-��­��­�_:­-,�­jg � ,Stalled, re jjaCCd or I I (W,9W0ATfF`CEIRS AREAS, 1-1 ­­­;�ra­..�' � I ,�, .0 / :iZzi ,-, 1,��#�,_:&`� `1� '­­-'Ik"(�4' f- ­­ "z- ,"I- - ",yb,"-:�"o," -, � ::l : : �W_.V_yn,am R�bar V_~le, iv I" - j _­ � �;it��,I__ ,�-i�,�,,,,, I , 'I, " -" " Q I ;­_�1'0,� - :;,,r 0�,��- �-'r";6,imiiii ., 'j - �_ �" ���`J :, ::,:I nform -, "I I-/ I 10�� , " ­ I � l 00��4*�-4ft.�Ohntf.Chli**CWOWI$iMW ROsQUIC06 SYSistal 11 I I -q"" �,I ,�t .! " I ",�,, � n ��,Ii,03�:�_ 1.­�,, I�1� , 11 Ill co 4' - _�4`�'­.�_* " 'j, ;" \ ,_�A . _­_"__�_ ..",.I �P,­­­� f,'f $i-, I- �"3­­­J_Z�lt L I��­`,:,�-�_- ; ;�� tclsfilost,itemoriffti Werelomsall0tiftsithOOfft-WICORS %�', 1,111,111-_-_41';�� I " -i", '1� '_ NEI.% " -- ,T��A",,,:-:Z�I��:�,� � : :;1. , aired S11, 07 �_�,',,1.­­�., ,�.::'� r"'_V:Ipi�,�,­' I!t ,�;, ,� , rep , ".." ."I";-, , 11� , - : ,� It � I !�. ji: , � `-11'1� ` ,4 , i - latireoputpitlittirthwoes impi:1104 on this FIRM for : 'I 1; i . �"11 I� I , �,,'� ;� t :1 I 0 cha,ptc-r 172 Informalk"alp"mos" '.11ittiffichh[CORStualmamentatUdby : �..? I I -- ,'­­ -;:!��' r,�".',i;��Z'', -,," I : i- "_:��1,11 I ��', .::.��.:�; Ek � �,., � :t ; i,�o��� -�­��-­ 11 `�,:T � ,�T­�" ,_,� ,, 1; ! MAFNUffli ' , , ��;r"��­,Z,1�11#1_1.: 'i,,r:r,1 �-",",-t,., 4 - r 2- NEW MEATL GAS I Conipbsts via the Coatall Similar Resomm"Act as ainentiod,#0 " , , � t '� " addintitinad by Ple U.S.Fl and VNIKIlle Sie�k,o(I'lli Thattlid.11 � ".", , �t 11 ,� .5 , , , �,I 1!! , '0$ wn Code ______L_ 7 I � ­� __ !f; �� I :� 36103COl mi �� �- _,l,1, ":,"',I,�, 1 ! TANK PER NFPA 30 con maps dead to datimel.0whirowair"Atlanta Is froated efthilit �� ,- 11 I , // -------L REQUIREMENTS -cc �� t iil�,M IF 177H I - n il4r : �, ; i � I f the rrO ___1/ -L - ObOCBMwo"anabttkwdownfftduhlb!tNnVW,t�S.O,w-form ­�I_.­--1, - __ 1,25-e T: 0 Avinso,ir JOINIS FANEII I il, I : I BASEMENT 4:1) '24-t k� i i I oftal determination of whether or not so ora is WA"W"In the "W37'r � 'I, I � I MAP RMSED I i 15: CORS.olfut,im,q."fitRat"miii the CORO,plitiese banall the FM � ;,, : � ; : I ' cli . � � I - '-,4- nowof*�eforthisweewt(OI)ITr�.t#M, � :I 11 I EPTEMBER 25,209 � :1�: i � I . 173: �:: 1 1 1 � 1�: . I I . . � I I 1�� I I � I !�R ) -, - , - � +�" I P � A — 12 III�_15 —, � — ,A�AT " ,\� ,\, 11 I ­'� ­ ��I_"4'1,lz � ` "' 11 ? � I-` ;_1' I 1-1 ____ I- I 1!':7�_ L'V]I—A %�_� 'r, I , - - " 1�!_Ff N"��11 I �Ili W ill red,im1r.mewarwNspoltir f I "I 11�� �f__________...........� �__ 4- F__X I C\I SEPTIC TANK - �__ . . . . . I � I I ` E:::�HoO�oo 65 Washington st 9d 9 brooklyn,ny 11201 720.289.2672 t Section Section 646.395.1506 f REScheck Software re Ver51t?n 4.6.4 REScheck•Software Version 4.C.4� # Foundation inspec#ion Plans Verified Field vptlfietl Coanpiies? Comments/Assumptlons ft Framing'jRoa,'-'In'ins(xe�tlan aii3 5 Verit#�ad �ieiil iterified Campiios? C.omment�ilAssurrr�pti+a�s Value Value stile Value' 40F, r1l, . . " �, �, Rem i D f & Re .IDr I 11I I I . I I J _ I.I.-L"I'', - Compliance Certificate n ` "Cion C h e'c k i st,. 402.1.1 f Conditioned basement wall : R- ,' R- DCompties' ;See the Envelope Assemblies 402,1,1, .;poor U-factor. , U. . . ' t1- '( Complies ;Sep tirp Envelope assemblies (FO4j1 insulation R-value,Where Interior l , `.Does Not :;table for values. 402.3.4 I"' } Mable for values ,©Daes'Not Energy Code: 209 [ECG !insulation is used,verification : t (FR1j1 : g JAMES DEERKOWSKI P.E. : + t .Nat Observable,; , a Nat Observable"' ,may need to attar during I v; , C� .` o "Insulation Inspection,Not : •DNot Applicable �, t I(�Nat Applicable: "+ 260 DEER DRIVE Requirements: 100.0%were addressed directly in the REScheck 5ofirNare r + MATTITUCK,NY 11952 a irequ€red in warm-humid locations} , 402.1.1, . Glazing U-factor(area=weighted , U- : U-' ;i�Compties ;see the Env, Assemblies Project 5p Knoll Circle Text in the Cammenis/Assumptions column is provided by the user in the RESctieck Requirements screen. For each lin comate Zone 3. : ; : average?: 11 - l ! re uirement,the user certifies that a code re uirement will be met and haw that is documented,or that an exce tion 402.3.1, a ,©Da"es Not ,ltpb/e forvatues, TEL:(631)774-7355 q q p 303,2 lConditioned basement wall �,,,,,,7 ^ '':" : , 402,3,3, t : ; is being claimed.Where compliance is itemized In a separate table,a reference to that table Is provided. 1 .v', : ,':' ;©CamplCes gRequirement will be met, 4.42 s i ;['INot Obse 461e"i CF05j ,Insulation installed per '.Daes Nat I Energy Code- 2009 IECC [manufacturer's Instructions,. CFR2j1 ; I�Not"Appl[cable- �'::... N( I C:>. , Section, r [3Not"Observable : , I Location: Greenport, New York i , p Plane Verified Reid Verified is A s tlo s : Nat Applicable , , l t Consultant co Iles? Carnmen s urn n D A I cab e Pre-lnspectionlPlan Revietu mp 1 P Construction Type: "Single-family Value Value pP 303.1:3 ' U-factors of a ,' 11:::;:1 ::1... .." 6r Re .i13 402.2.7 Conditioned basement wall : ft : ft ,.Compiles :See the EnvelapeAsmbties 1 fenestration stratiart products £ Complies IRequirenterif will,be 3rret Address t e• FR4 are d Project Type: Alteration 1 ' + to re r va e C i etermined In accordance . -';'. ,.: : ': © , 103.2 Construction drawings ,11,11,;; .Ocomplies Requirement will be met. (FO6J rinsulation depth of burial or , + ,p b fo iu s, ,11,11. ".:, l?aes Not Address . + t 9 , pass Nat whit the NFRC test procedure- ""' -, r"`" "H ` 1 ' ,. } Climate Zone. 55 2 HDD f docume t a demonstrate :,:D d€stance from to of wall, i r , _ p e or :, ' 4 l T ) €PRII onto i n d m Daes Nat P , t f ;,: ;.",.:;- ;`',P, :'::'.'`, ;,; s Phone , ;";.- Not Dose a{le +taken from the defy t b i : r , .: <,':..' <::., ;;:;'; .. r { E + AQ Observable b i t to Je. e er ode tam tiante far tris ;, ,,.,,. ;,. , ; , Not C)bser"vabie Permit Date, . , n 9Y t P , f I :..,. . �:- . : <.N e ; f I r , Not'Appllcalale: of Ob rvabt ,.Not Applicable =" "' '=<f,:.' building envelope. #., : 4 , w . ,, Permit Number. Not A t able 1111; 402. _ .. 1,':11•,`1 ''`{D . fl'.. :, D Pp 303.2.1 ¢..,".. ,E 1,1, Skylight U factor. r U-,�,_,a tJ-,�,,_ ,©Com"lies Sep,tlte Enve/a AssembYtes e-mail " �.,..,,,_,, A protective covering is installed ©Complies ,Exception*Requirement Is I , i E r ». .Cam ties Re uirement will be met. F 1 tntect ex o exteri r r.": 4 402.3.3,. t , �C1i?n :Fable for values. 103.2, Construction drawings and .;.... 1-1p q € O 1) top p sed a :,:` Does Not +riot applicable." , , s es N , r ;.. , r _ w er A cont: Desi nerlCont attar. Construction Site, 4 n / 9 403.7 ,documentation demonstrate ;r,,: :, _;;,:.; DDoes of > Insulation and extends a , s r , , N + + R55 4 ,dNat nbservabte , : Nat Observable , CF j John i uteri P 1' e i a ce for "-'' ° minimum of&in.below rade. D h , ry , 50 Knoll Circle Ja n E e a [ R3j ,energy cod comp I n 9 r : >':;' . East marlon,NY 11939 50 Knoll Circle , i.f" ,lighting and mechanical systems, ,;,. QNat Observabl -i: '-- + , j.Nat'Appttcable. QNat A licabfe I .. F PP : ;.;.:;,,::.;" .. ; :.Not A litable ' 11", + + <....... .:.... : .. ..:...,. ,.:,:':111: ::::1:;;;;::: pp ,1;1:11 „ :" East Marian NY 11939 5 stems servin mu€tr le _ �.....:: , 403.8 Snow and Ice meitin s stem li Y g P : DCom es Exce tion:Requirement is ;: g Y ". , p p q 402.4: + 4 i Fenestration that is not site vi" - ;..:;.-. :.::-:<: ':;1:111.. b it �;;<,,;..,..:'. ="_,::?,.;': ;,.;,r:...::>.:::DCcrri ties :dwellingIts must , z +, p rRecuirementwttt"bemetr un m , €FO123 tantrnis installed. .:..:.. .::.....:::. --: :' nota litabte, : ,,':;,'.1 1;:.,,;;s.';>''.:.; ":' „ ;": ©Ones Nat PP €FR2flj is Jilted and labeled.as tin compliance with the commercial t ince g Qt)aes Nat '.': .:,,<... ;, �- AAMAIWDMA/CSA I01j1.5:2jA440 ,; : bservable cads, ;:; <';. , , i' :,. 1:11'1 ... .. .., : i.:. a i v-€ N t O ale' ;or has 1nfC)tratian rates per,NF RC :'.::< a bsery b K , ...,. Nat i'c a „< M ,>. , � , .. ,. ,.. , , I able ., n Q a >. .: .. , , ... .. .. ....: .. .. 1111.. ,. PP " " . , .....x,. , � ,,< «� ..< ,1 .r. „x�, ,�w�`� ,.,, , . . . . . . �...�..a�, . -, .. ., �..: w C lies i e t writ be met. > ,, ,.e ,,. __ ,..:<�„,1111:.?'<, . .., ,, ,�.. , . :�. .. .,. > ., ," ,t. . , ,< . ,. ,�;m,�ww,� 403.6. ,Heath and taalm aqui instil is, Meahng. + Heating. ,O amp .,Rego re n „•;„,s�<+<,µ<�a„, <...�t�,' _�,��,r,..„.a ...�.�r�< "�a ,�y,�,sur� wana s�+�a,, 9 9 P + f : ' 400 thatd;lribtexteed�ode �'. - i,:`r11�Nat».Applitc'?bi�" i Z' / i i r t h + tU r 5 ed B u r B r u i as P !sized ACOA Manual b R z d e n CI t 2 /h Daes No i t �..:>:::;':::�: :: �.:�;` `:." r:=-";:: �i.?="::`':='<,;;=�=""%=�:;:F 'Compliance: 33,8%Better Than Code Maximum t1A: 42a Your ttA: 383 C, I p , iAdditlonal CommentslASsumptlt)ns: , imi s, e an toads per"ACOA Manual j"or ` Cooling: : ` ' Code rrodex close nancetheho setsbnsedoncodetradearirc,[es. Cooling- NatObservabie ' / 402,4.5 ;€C-ratedrecessed lighting fixtures;_:1, ' "" ""', "' `II :.>:: :;:. ';.,; The'%eereerarwarsernan Cod i refletes how o8 p athero rovedmethads. ' g :D ; ig g f .:.. :......-: 11,;,1:,1:,,.:" ;,',; r"z`., " ,C]Cnmpttes. ,RequirementwlJlbe"iriet, It DOES NOT provide an estimate of energy use or cast retarEveto a mtnirnum cads home, PP BtU/hr i BtU/hr ;©Nat Applicable ; / €FR16} seafeit"at hausinglinterlar finish `° C{Does Nat I , + and labeled to indicate s2,0 cfmI ' ll € Y ' A Nat" bse a t r G? ry be '•Q 1 , / ,leakage '-s k eat 75 Pa. g ""I EnvelopeAS f-'tTt i / ";` - 11 „ ;.`''';' ,, ,,,, otAppllcabte" ;1 _ ;. z;, 11 Additional Comment ssu p ions. j ed µ,. _: .t ns - other R- i R-. y DoespNot f"cbr ptP telt'-inside cheat O', 403 ,'Supply ducts in attics are ;; ,• _ Att � I € R12 in unconditioned spaces or , i i abullding envelope., s m 1 11 I r loutside the bui€ding envelope are: I iQNnt Eibservabte"l Raaf:Cathedral Ceiling 1,595 30,0 0;0 0.034 54 insulated to'vR-6, t : ,.Not Applicable 'I 403,2.2 ;All joints and seams of air ducts, �DComplies ,Requirement will be,met: 0.350 4 . n t loci lass Frame:Daubie Pine with tow-E 10 FR13 'air handlers,'filter Skylight" 1:Vi jF € ] h boxes,and Q , Y g Daes'Npt I b Ulldln cavities c vita used as u 9 tet fTi t w 7 + 1 738 15.0 0 0 �0 A 7 11 S Nat.C?bs'ervabte. Upper Walls:wood Frame I6 a,c, `"D , pp ,ducts are sealed.: , Window 1:Wood Frame:Doubie Pane with L,ow=E 221 0,350 77 , P „ .©Nat Applicable: 403.2,3 ;Building cavities are not used far i.,;;'-<-;'' ;,r;;:; ;.' `: -' .Complies 'Requirementwltl.;be met, 21 0:350 7 €FR15j3 iso E ducts. �."': £: Does'Not , Front Glass supply 'i� Exposed Basement:Sand Concrete or Masonry:Interior Insulation 873 21.0 0.0 O.OSb 3B „ . I 111:0,11 ,; ; .Nat bbservabre,I "� 1 �:';,;'DNcit A'" iicatste Basement Windows:Wood Frame:Double Pane with Low-E 19 0,350 7 $,11:1:::;1:;= :%.:"f:: ::`s :";''.-::,:`.;': "" ';; PP , 403.3 s HVAC piping conveying fluids : R- : R- i.Carripties Requirement mill be met: Sliders:Glass 84 0,350 29 (FR17j2 ' `above 105 QF or chilled fluids :; I «.Doe%s Not i Garage Doors:Solid 96 0.350 34 (4" ;3, : I IID l =below 55 gFare Insulated to'aR� C; X ' Nat;i':Eiservabfe', West Basement:Solid Concrete or Masonry 373 21.0 0.0 '0.047 18 i k IQNat Applicable ;, Wall height.,8.5' 403,,4 =Circulating service hot water. E R- t it- . ,;QCampJies 1Uceptlon.-Atiquiseirient Is: Depth below grade:6.0' €FR18j pipes are insuiated"to R=2, I C3boes Not ;not applicable. Insulation depth:8.5' " , I l ; . \ / I I , ,€ Not Observable,, CbMpliance Statement: The proposed building design described here is consistent with the 6611ding pians,specifications,'ar id other11 1111---l-1111 1-1 I r 'QN application.The proposed building has been designed to meet the 2009 IECC requirements€n _ r : , Appticabte. ',I at . . .. . 403.a Automatic-or are 7,'" %;<;:`: <°111,;1 '1 `" `:..'.l 1, 11::.,;-. '1111',..::,.complies I uirement will be-met: calculations submitted with the permit appl P P 9 g q Req 4. comply with the mandato re uirements listed inthe REScheck Ins ect€on Checklist. FR19 x' # ` REScheck Version 6.4 and to c mP Y r`l q p € 1 installed on,"ail butdoar air ;; ;;,=:=>' ;;r::,:":-,,,,,.;';.;;`' :' ':,;;'=:r. :� r .CIDaes Not , intakes and exhausts. , Riot Observatiie iD + t ,I tJ A t a at l c bleu": Name-Title Signature Date pp \ / Additlonail rColhin6ht�/Msuthptttir9s: . 1 High Impact{Tier i} 2 Medium impact(Tier 2) 3 Low impact(Tier 3) 1 High Impact(Tier )\ 2 Medium Impact(Tier 2) 3 Law impact(Tier 3} 1,H[gh Impact('Pier 1) 2 Medium Impact Crier 2} 3 LOW Impact"(tler-3) Project"Title: 50 Knoll Circle Report da11 .te: 06/25/17 Project Title:50 Knoll Circle Report date: 06/25/17 iProjectTltle: 50 Knoll Circle \ Report date: 06/251.7 Project"Title:.50 Knoll Cir-le Report date:, 06125/1'x. Data filename: CAUsers\Benjamin t4artinsoh\Documents\REScheck\50 Knoil.eck Pagel of 8 Data filename:C:\Users\8erijarrrin Martinson\Documents\REScheck\50 Knoll.rck. Page 2 of 8 (Data filename: C:\Users\Benjamin Martinson\Docu entAREScheck\S0 Knoll.rck Page 3 of 8 Data filename:d.Wsers\Beiljarnin Mjardrison\Documen Ss kt5ch6c'k150 t;riojj.rck Page"4'of Il / Section Section Plains Verified FIeId Vetlfled Seetion flans Verified Field Verlflad plans Verified Field Verified -11,11,1111, lnsuiatiorr Inspectlan Compl€es? gammen#sjAssumptians # Final inspection Provisions Corriplles? Comments/Assumptlons # Ti/.,at Inspection Provisions LCornpijes? CamrnentslAsstavnptions &Re ,1t2 Value Value Value Value Cir Re ,lD . & Req,ID i + to a Assembfie5 Valine value ::'.;:: .,.::.::... 2009 IE'U DCom lies R uirement will be met. 402.1.1, Ceilin Jnsutatlnn R value.Where ; R- R- ,.Camp€les ,See the Enve p 3fl3.3 <C�anufaeturer manuals far 303.1 Att lnstalted Insutatian Is labeled k: ' :Requirement will b et. rv.,.: P ; eq g i , .Ca plies ;Re u e m ":" ::;c.' '':--,. tablefnrvalues. -- :`s' x ". <1 ::- " 402.2.1, _>R-30 Is required,R-30 can be , vNaad Waad ,.Daes Not Cl I18j ;mechanical and water heatin '. ; ; CiN13j or the Installed R values ;;.,I�Daes Not 8❑ ,❑ g ' .Daes cit .ehicy Certificate".'-. 40 .2 'used If lnsulatran is not : : equipment have been provided, {;.,.;,,, 11 rnvided. 1 >`_ ; � MTTo, o o�Mi 65 washington st 9d brooklyn,ny 11201 d e s i g n I I 720.289.2672 t c 646.395.1506 f JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 Consultant Address Address Phone Fax e-mail SPRING POND o / EXISTING TREES TO REMAIN-AVOID ANY WORK / AND DO NO PARK OR PLACE EQUIPTMENT WITHIN / DRIP LINE TO PROTECT HEALTH THROUGHOUT / CONSTRUCTION / / EXISTIGN BULK HEAD AND DOCK TO / REMAIN UNTOUCHED / 1 cli \ L \ M � / N SITE ANALYSIS AND STORM WATER MANAGEMENT: \ `o N PROPOERTY LOCATION: 50 KNOLL CIRCLE. 1 FAMILY DETATCHED RESIDENTIAL EAST MARION, NO CHANGE TO USE OR OCCUPANCY 30'-41/4" 45'-0 3/4" 10'-0° SOUTHOLD, NY 11939 / \ (OUTDOOR SHOWER) REBUILD AND REPLACE OUTDOOR ZONE: R-40(1 ACRE) = 40,000 SF MIN. LOT SIZE / \ 9'-7 3/4" SHOWER SAME LOCATION LOT SIZE: SEE SURVEY = 10,057 SF EXISTING NON-COMPL!"NT \ \ (EXISTING HOUSE) / REPLACE ROOF SHINGLES WITH YARDS: \ NEW ASPHAULT SIINCLES- INSTALL EXISTING PROPOSED PER MANUFACTUR;ER'S NORTH (FRONT): 30'-4 1/4" NO CHANGE EXISTING NON-COMPLIANT \ I SPECIFICATIONS WEST(FRONT): 25'-1 1/2" NO CHANGE EXISTING NON-COMPLIANT 6,0„ O EAST(REAR): 26-0 1/2" NO CHANGE EXISTING NON-COMPLIANT • SOUTH (SIDE): 9'-7 3/4" NO CHANGE EXISTING NON-COMPLIANT ° NEW FIREPLACE CHIMNEY PIPE- 0" \ I PROVIDE WIND CAPING AND CODE LOT COVERAGE:IR — EXISTING: PROPOSED REQUIRED DAMPERS BY BUILDING 1,404 SF 1,404 SF — (45'-0.75"x31'-2") NO CHANGE \ � \ 14% 14% COMPLIES NEW DRYWELL ��STORM DRAIN (1417/10,057) NO CHANGE / \ BY ENTRY PATIO = 28 SF = 54 SF (4'-9"x 5'-11") (9'-0"x 6'-0") COMPLIES M 1 M (28/10,057) (54/10,057) /,✓ EXISTING GRAVEL \ DRIVE TO REMAIN BUILDING HEIGHT: EXISTING: PROPOSED: \ 35'MAX = 15'-9 1/2" 18'-10.5" COMPLIES \ RIDGE CAP PER MAINUFACTURER'S \ SPECIFICATIONS NO OF STORIES= 2 2 NO CHANGE \ I SANITARY SYSTEM: NO CHANGE TO NUMBER OF BEDROOMS-NO WORK TO SEPTIC SYSTEM PROPOSED / STORM WATER MANAGEMENT: PROPOSED: TOTAL IMPERVIABLE AREA = 1,458 SF / \ NE A ED CEMIENT PATIO AND (1,404+54) E RY ST S CAPACITY REQUIRED: = 243 CF or 1,823 GAL \ (1,458 SF x 2" RAINFALL)/12"= CUBIC FEET or(CF x 7.5)=GALLONS No DESCRIPTION DATE / T BURIED 500 GAL. NE FUEL \ I TANK PER 2015 NFPA 30 STANDARDS DRY WELLS: 6' DIAMETER DRY WELL HAS 167 GAL. CAPACITY PER VERTICAL FT. / \ 10'-31/2" AND FUEL AND GAS CODE 8' DIAMETER DRY WELL HAS 315 GAL. CAPACITY PER VERTICAL FT. REQUIREMENTS cli PROPOSAL: ONE 8' DIAMETER DRY WELL x 6'DEEP = 1.890 GAL. (6 315) _ 1890 GAL CAPACITY i _' N \ C_ \�----------- N T \ I M \ W \ — — — — — — — — T.O.ROOF AVG.ROOF 14,_4„ 50 KNOLL CIRCLE B.O.ROOF \ 100' LINE FROM ED(GE OF BULKHEAD 111-011 ELENTARIO-JARAMILLO RESIDENCE Project number 1505 pal- N Nr Date 08/17/16 ; co ! _ _ FIRST FLOOR FF � SITE PLAN _ GRADE ; i it -1 7 A-001 . 00 777-77E_ —_ AVG.GRADE 4-61/2" Scale T.O.BASEMENT SLAB Seal and Si na -7'-61/2" F NEg/ 0 SITE PLAN � PROPOSED SOUTH ELEVATION `'D 0 1/8"= 14" lr .y t AROFESS� NPS a 00 d- 0 0 N N c�0 65 washington st 9d brooklyn,ny 11201 ) 1 1 c 720.289.2672 t 646.395.1506 f REMOVE PORTIONS OF SUPPORTING WALLS AND POST-PROVIDE BRACING AND SHORING TO ENSURE STRUCTURAL STABILITY THROUGHOUT COURSE OF WORK JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITLICK,NY 11952 TEL:(631)774-7355 \ EXISTING SLABS, FOUNDATIONS AND \ MASONRY WALLS TO REMAIN UNTOUCHED Consultant Address — (� Address —�— _ VESTIBULE Phone N PREPARE TO LIFT WOOD FRAME-DRAIN Fax — T AND DISSCONECT ALL SERVICES e-mail BETWEEN FLOORS �Z7J111�.�LZ7JJ�Ilr�7JJI_ _Z'Z Y ' REMOVE AND RELOCATE CONNIECTIONS I / I FOR HVAC AND WATER HEATING EQUIPTMENT SPECIAL NOTE: PREPARE TO LIFT WOOD FRAME 2 FEET ABOVE EXISTING FOUNDATIONS: PROVIDIE DETAILED WORK PLAN INCLUDING SHOP DRAWINGS _ OF SUPPORT STRUCTURE AND LIFT PLACEMENT TO ENGINE:ER FOR IX AHU IXI APPROVAL BEFORE COPMMENCING WORK I , Z STORAGE --r II EQUIPTMENT WH - - 1 BASEMENT DEMOLITION PLAN REMOVE ALL SIDING ——— ... —— ——— ——— ——— ——— I�- L-C O 0 REMOVE ALL FLOORING -- ,1 f I _ _ I BEDROOM U it KITCHEN ® REMOVE ALL CEILINGS (EXCEPT AS BEDROOM NOTED)-SEE STRUCTURAL PLANS ® N II 9 FOR ROOF FRAMING A II 0 REMOVE WINDOWS AND DOORS- -I— REFRAME OPENINGS PER PROPOSED PLANS Z IIII I \ �—T-1j �,RI No DESCRIPTION DATE \ U r l �\ Al '�F / \ BATH � L>< EXISTING CEILINGS TO REMAIN \ - THESE AREAS-PATCH AND / BATH REPAIR A REQUIRED, SAND AND I ; PAINT PER SCHEDULE / \ I I _ -�� 10 I ! REMOVEALL FIXTURES AND FINISHES Oz=7z11 q / 8'-0"VIF 111-81/411 IIII 'I Z � IIII II - I,,LVIII 50 KNOLL CIRCLE LIVING / DINING \ "D I I� IIII I T = — �� ELENTARIO-JARAMILLO RESIDENCE BEDROOM D ��I j / + i BEDROOM Project number 1505 / m Date 08/17/16 6 100 �I II CUT AND FRAME NEW STAIR OIPEINIG- (I r li SEE PROPOSED PAN AND VERIFY ON SITE-PROVIDE SHOP DRAWINGS OF DEMOLITION PLANS II STAIR FOR APPROVAL II II \ DISCONNECT ANDRELOCATE A-002 . 0 0 (I II \\ II FIRE PLACE VESSEL Scale 1/4"= 1'-0" - - - - - -- - -- _ - Seal and i - v� --- ------------------------- SPECIAL NOTE: PREPARE TO LIFT WOOD FRAME Y �� E NEWO 2 FEET ABOVE EXISTING FOUNDATIONS: DE PROVIDE DETAILED WORK PLAN INCLUDING ,R }tp SHOP DRAWINGS OF SUPPORT STRUCTURE AND LIFT PLACEMENT TO ENGINEER FOR �i APPROVAL BEFORE COMMENCING WORK FQ 7? 2 1 ST FLOOR DEMOLITION PLAN co 1/4" = V-0" T N O N Ncli 65 Washington st 9dNJ Brooklyn,ny 11201 d e s i g n Ilc 720.289.2672 t 646.395.1506 f JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 EXISTING TREES TO REMAIN- TEL:(631)774-7355 PROTECT DURING CONSTRUCTION Consultant Address Address Phone SAND SET PAVERS Fax e-mail ALL OUTLETS SHOWN ARE (� CONVENIENCE OUTLETS AND SHOULD BE CONSIDERED IN OUTDOOR SHOWER WITH FENCE ADDITION TO THOSE REQUIRED A 011 1 4'-5" ENCLOSURE-NO ROOF BY CODE AND APPLICANES SHOWN V ' T-8" vJ '� 24 °' 19 20 O NIEW HVAC CONDENSERS AND /12'-Oil 12 Oil rnl O PLATFORM -VERIFY y EQUIPMENT REQUIREMENTS ] A,ND INSTALLATION CODES -n J S UDY � i-......�,. o 3 10 A-003 REC. ROOM tO�O3 08 00 TYPICAL BASEMENT WALL- �--- SEE DETAIL A-011 2O 0 _ _ _ _ _ _ _ _ _ - - er 0 2'-21/2" - - - - - - - - - - - - ti _ p II II II I II II i o i ii a II a ii i Ii 21 NIEW BOILER FLUE LEADS - CL- i _ TO EXTERIOR-BOX OUT 2 UNDER STRUCTURAL BEAM- 16 \ PROVICE GRAVITY DAMPERS so PER CGDE NEW GARAGE DOOR M EXISTIGN OPENINGS T WH _ — NIEW SIDING SLOPED WITH r — TERRAIN -SEE DETAILS STORAGE I I— 10' o 1 " '-2" 5'-4" 5�_4"GARAGE ,- 4 10 1. ....; MECHANICAL 11 NEW STAIR PER IRC 2015 0 13 15 _� II SECTION R311.7 T i 12 r REQUIREMENTS PROVIDE FIRE RATED SEPARATION PER CODE FOR - 10'-8" 11'-0 3/4" Nr GARAGE AN RESIDENTIAL I SING �` SPACES i D u i jr- _ - — � iii—iii�i i i�iii—iii!�i i= � � � � _ � ;• .: _, ` , ;, T-MI I I M-11 M-11 lEd II— I1=1 I 1 MECHANICAL ROOM PER CODE-PROVIDE __ III—III IIII—III III II —III III -1 FIRE RATED DEMISING WALLS, FRESH AIR-III—III IIIIIIIII—III III III III III—III III III—III IIII INTAKE, FIRE PROOFED SELF CLOSIGN 1 BASEMENT PROPOSED PLAN DOOR, FLOOR DRAIN ETC PER CODE BASEMENT CEILING PLAN No DESCRIPTION DATE LEGEND 1x6 NO.2 ROUGH SAWN CEDAR SIDING STAINED AND SEALED ® NEW PARTITIONS WITH BEHR PREMIUM 100%ACRYLIC SEMI-TRANSPARENT WEATHERPROOFING ALL-IN-ONE(OR EQUAL) IN SLATE COLOR DROPPED CEILING OR SOFFIT (PROVIDE FINISH SAMPLE) s_b HARD WIRED INTERLINKED SMOKE AND CO2 DETECTOR PER CODE VAPOR BARRIER MECHANICAL VENTILATION FAN WITH GRAVITY DAMPERS PER CODE O F-01 RECESSED LIGHT <q LF-02 SURFACE MOUNTED DRUM LIGHT 50 KNOLL CIRCLE EXTERIOR GRADE PLYWOOD SHEATHING ® LF-03 RECESSED LIGHT-WET LOCATION O ELENTARIO-JARAMILLO RESIDENCE LF-04 SURFACE MOUNTED CEILING LIGHT Project number 1505 t m 35/811 3 5/8" � UL DESIGN NO. U419 Date 08/17/16 O LF-05 DECORATIEV PENDANT LIGHT MIN 25 MSG CORROSION-PROTECTED ° ` STEEL CHANNELS, MIN DEPTH AS LF-06 UNDER CABINET OR CLOSET LIGHT BASEMENT PLANS AND DETAILS NEW EXTENSION FOUNDATION WALL-FILLED TOP TO BOTTOM WITH EXISTING WALL PER STRUCTURAL PLANS ONE LAYER EACH SIDE 5/8 GYPSUM INDICATED WALL BOARD PAINTED PER 1171-11 LF-08 WALL SCONCE-INTERIOR O 41. - SCHEDULE ANY GLASS FIBER INSULATIION BEARING THE UL A—003 . O O CLASSIFICATION MARKING,AS TO SURFACE LF-09 WALL SCONCE-EXTERIOR-WET RATED LU DURAWALL TRUSS MESH REINFORCES EACH LAYER OF CAVITY FILLED WITH SOUND BURNING CHARACTERISTICS AND/OR FIRE X - NEW WALL AND CONNECTION WITH OLD „ RESISTANCE PLACED IN STUD CAVITIES. 3-1/2 WALL MOUNTED DUPLEX OUTLET-LUTRON DIVA w ,• - ; BATT INSULATION MIN NOM THICKNESS AS INDICATED Scale As indicated a-" Seal uNEW EXISTING CMU WALL-FILLED TOP TO BOTTOM WITH ONE LAYER EACH SIDE 5/8 IIN. THICK,4 FT cFi WALL MOUNTED GFI OUTLET-LUTRON DIVA CID�P� CONCRETE AND REBARS PER STCUTRUAL PLANS WIDE,ATTACHED TO STEEL STUDS AND FLOOR AND CEILING RUNNERS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. DIMMER SWITCH-LUTRON DIVA INTERIOR FURRING AND INSULATION PER ENERGY CODE- O.C.ALONG EDGES OF BOARD AND 12 IN. PAGE EN-001 AND EN-002 O.C. IN THE FIELD OF THE BOARD. JOINTS ,yo 't•/ ORIENTED VERTICALLY ANDSTAGGERED ON TOGGLE SWITCH-LUTRON DIVA O INTERIOR GWB PAINTED PER SCHEDULE OPPOSITE SIDES OF THE ASSEMBLY ROFESS� Q" THREE WAY SWITCH-LUTRON DIVA LR 3/4 7 5/8 5 5/8 �-5/8 0 ti 0 N BASEMENT WALL BUILDUP TYPICAL NON RATED INTERIOR PARTITION TYPICAL ONE HOUR RATED PARTITION cli 111211= 1'-0" U 1 1/2"= 1'-0" - - ___ - - - I � EITI M1 rik_1�6' 65 washington st 9d e s i g n /- VERIFY ALL ( ) brooklyn,ny 11201 1 1 C / DIMENSION ON SITE ----j_______---- 720.2892672 t I ----L--------- 3 646.395.1506 f 12I-4" I L 31'-81/2" T '­ INSTALL WINDOWS TIGHT TO � II 1-011 . 2'-8 1/2" 3'-0" T-41/2" 61-011 4" 6I-0" 4" 11 CORNER 1'.-21/. 31-011- '. 5'-8 3/411 , L 2 1 L I .. 6 � .1. H� .. , I I I . . - - -1 - DROPPED CEILINGS AND SOFFITS - VAULTED CEILINGS-ALL RECESSED LIGHTS IN VAULTED JAMES DEERKOWSKI P.E. REPLACE FINISH FLOORING PER CEILIGN TO HAVE SEALED IC RATED HOUSINGS 260 DEER DRIVE SCHEDULE THROUGHOUT-PROVIDE MATTITLICK,NY 11952 [�) I - - 11:jlc�, .�- - - - - - - -16 a .I 8 _'L - -(�l � - ALLOWANCE FOR SELECTIVE SUB FLOOR / / TEL:(631)774-7355 le", I**% r I - 11 -5-IL. - --1- I . _ ­ . zi 4- .-..-.-..--..--..--.-.--..-.-..-,-..-.-..-.-.-..-.-.......-...-�.-.-..-.-..-...-.-..-.-.-....� .:....-%�..-��..-% , _ If _ � �­... �­" I . � ilip . * . I i 1 [ ! 1 : I Ill ............-.-...-..-.....-..-.-..-.-.-.-.-.-..-.--.-.--.-.-.-.-.-.-.-.-.-.-..-.-.-.-.-..-.-.-.-.-.--.-.-.-..-..-.-..-..-...-....-.....-.-..................................................,...* ........-. ...............__ �..............��. :I�1.1�..,:�:.. :�::-.�* * .%..-...I...:%......:... - -- .z-..--_ _ _ ­­ ­... . � ............... 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'�! -_L �__ ==D________A 1 7 � I I I I I 1 I � I I I I I 1 1 1 I . 1� � iv�11 V� C = - - = , M ! , , , - - , - , , , , ,--,, , '­ - I I ,,&-- ' i ,, - --- ' I ' ' ' ' ' ' ' � I � I I -po,±�puco,'E . d I I .. i I i I i I ,- 1 1 1 1 " I .. I .. i ��. I ,­- I ..... I .. I I 1.1.-.'.".'...".*"...."/,�,A I� I I t 17 1 l U 1 1 ___1 i , �F_ I I 11 - I -� ( , ----- �� I - - ---- I I I 6 - ....... / �0( � I , ,- . - ,, I � I I - ,, � - I 1�=. ,"""� "�""'�'"� ,,,, 4� i I i I , I i i i I I . 17��� Pil:/ �� I I I I (Z3 I CN �i!� " I I Z-6 . [�❑oPo❑❑❑❑o a❑a�o� 65 washington st 9d brooklyn,ny 11201 e s g n C 720.289,2672 t 646.395,1506 f JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 Consultant Address T.O.ROOF Address 15'-3 1/2" T.LROOF__Agh Phone T-- T.. --1 -1- 15'-3 112" Fax e-mail t+T­ I AVG.ROOF AVG.ROOF_.�� T I T I TT J- T I T I T 1 1 -�rr B.O.EAVE -- - i T I B.O.EAVE 2 If .1. 71- T FM L-L-1 J ------L ,I - il i A- FM __1- T-1 L-E 7 J A-1 _7 7. 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O 0 kle 1/4"= 11-011 Seal a Signal 0-r NEIV 0 1�' J 0 0 iE CD ti O cli LIGHTING FIXTURE PROVIDED BY OWNER 65 washington st 9d , Ii jIIt{I; !iII!�� i1Ii IIi iI!II iIIi,rtII I II i i! � !I!i!I! II!iI IIi!jII IiI(!I;ii I ;II!I I .I I \ �•' Ii!i!! ! !I I I!iljI ii iIl{ij'lil iIIi III IiIIIiIII!Ii —jiIIi I III _ _ BAArC2odd600ddn0 ksrrleeDyuss EnitssEa, nRnt y D1R1IV 2E0 1 @ s gl n NEW DARK GRAY ASPAULT SHINGLE ROOF 720.289.2672 t T.O.ROOF T.Q.ROOF 646.395,1506 f 17'-8" JAMES DEERKOWSKI P.E. MATTITUCK,NY 11952 TEL:(631)774-7355 AVG.ROOF 14'-4" AVG.ROOF Phone Fax e-mail STEEL CABLE RAIL WITH BLACK STEEL VERTICALSNEW SIDING PER DETAIL 3 A-004 PAINTED WITH EXTERIOR GRADE PAINT WITH IPE HAND RAIL STAINED TO MATCH SIDINGp LLI WINDOWS PER SCHEDULES- EE PAGE EN-001 FOR ENERGY CODE COMPLIANCE FIRST FLOOR FF FIRST FLOOR FF , , 2'-0n LEVA—Ti— I_ON� I iIIII �I —iIIIIi! i I{IjI 1 ijII — - I!I I II== ; 11 T-1 1 8 " 2 '-0 ° GRADGRADE 777 --1'-7 AVG.GRADE 4 -61/2" NEW PARGED MASONRY ENTRY PATIO AND STEPS .0.BASEMENT SLAB DECORATIVE FIXTURE SUPPLIED BY OWNER OUTDOOR SHOWER TO MATCH SIDING -03T.O.ROOF T.O.ROOF AVG.ROOF 14'-4" B.O.ROF 11O0 No DESCRIPTION DATE INSTALL EXTERIOR LIGHTS PER OWNER FIRST FLOOR FF FIRST FLOOR FF IIi!iIIiiIII�IiiIi�!I� liIII 2 _ 0 I- I I i I� �iIII I1Iiji I IIiII I !i ! I Ii!IiI I I !II I I!III I Ii I I I—I II I ii II 2'-_0n GRADE GRADE OIL 1 -7 1 7 77-77EEE I OUTDOOR SHOWER TO MATCH AVG.GRADE SIDING 50 KNf�—'2cO! LAF LR� B�C�CF.l E.I� .R�•� Ci,7h0�i'LYd� E Ell EE 4 -6 1 2" ELENTARIO JARAMILLO RESIDENCE T.O.BASEMENT SLAB AJ T.O.BASEMENT SLAB Project number � cf� � C 2? 7 1505 -T-61/2" — -7 -61/2" FINISH EXISTING RETAINING WALL WITH Date 08/17/16 CONCRETE PARGING TO MATCH XERIOR ELEVATIONS A-01 1 . 00 PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION 1/4"= 1'-0" 1/4"= 10" 1/4"= V-0" Seal ignature ()F NEW C � .0 �¢o0d ti N c\D N 65 Washington st 9d NJ brooklyn,ny 11201 ) 11c 720.289.2672 t TALL CORNER 646.395.1506 f CABINET WITH WALL OVEN AND MICROWAVE JAMES DEERKOWSKI P.E. 21-0" [81/2" 3'-0" 81/4" 11-611 1'-6" 1'-6" 1'-6" 81/4" 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 r I TALLPANTRY _ _ _ _ _ _ _ _ _ _ T.O.ROOF CABINETS 177-8" Consultant Address 1 I Address F N I 1 I i i I FILLER AND Phone DY PANELREA Fax SIDE PANEL _ I i DEPTH REFRIGERATOR e-mail TO MATCH 100 5 1 CABINETS LOW PROFILE VENT HOOD CAP I M I A-0201 ' I WITH GRAVITY DAMPERS- I i I 2'-0" BLACK COLOR I 12 ' I 3 � i � i I GWB SOFFIT ------------ ----' j CONCEALED EXHAUST GWB SOFFIT 20 4 FANINSERT2 II CABINETRY ; FULL OVERLAY FLAT I I ii DRAWERS i DOOR CABINETS EXTENDED DOOR II BELOW i AND LIGHT COVER ! u � ; FOR UNDER _____ o 0 o CABIENT LIGHTING • I I i • i ii i GWB SOFFIT i r i C:) N • O Q1 j T ! I • � N I UNDER i u i MOUNT SINK n i j -----i�ti I DEEP APPLIANCE PANEL READY CABINET WITH BU ILT IN _ DRAWER o , OVEN AND MICROWAVE DISHWASHERS _ CABINETS-ALIGN JOINT M TALL SHALLOW PANTRY LARGE FORMAT WITH UPPER CABINETS it STONE COUNTER- \ PORCELAIN TILE _________ ____ OP --__ BACKSPLASH PROVIDE SH i I JL C\, r DRAWINGS BUILT UP LIP COUNTER i WITH MITER CUT = 0 I i 0 0 1 FILLER AND SIDE - ' / PANEL TO MATCH N ® I ! N \ PANTRY CABINET N \ 1 ! I CABINET FINISH ti "' —�� PANEL READY '- j ! COUNTER DEPTH o REFRIGERATOR o o \ / BUILT UP COUNTER cliLIP WITH MITER CUT T j i M o o \ / C,., FILLER PANEL TO \ I MATCH CABINETS FIRST FLOOR FF i 2'-0° FIRST FLOOR FF 2'-0° CONTRACTOR SHALL OBTAIN ALL MANUFACTURER REQUIREMENTS, 11/2" 3'-0" 11/2" 3-3" 1 2'-6" 3'-3" 11/2" 2'-6" SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR EQUIPMENT 1� T 81/2" 3'-0" 81/4" 6'-0" 81/4" AND FIXTURES PRIOR TO FINALIZING ROUGH FRAMING AND ALERT DESIGNER AND OWNER OF ANY INCOMPATIBILITY OR NECESSARY ALTERATION OF PLANS 1 ENLARGED KITCHEN PLAN 2 KITCHEN ELEVATION 1/2 - 1 0 � KITCHEN ELEVATION 1/2" = V-D" KITCHEN APPLIANCE AND FIXTURE SCHEDULE NAME QT# MODEL ALTERNATE COMMENTS REFRIGERATOR 1 FISHER& PAYKEL #RS36A72J1 36"COUNTER DEPTH WITH CABINETRY PANELS RANGE 1 30"TBD 30"SLIDE IN HOOD 1 Faber Inca Lux#INLX28SS600B CABINET INSERT DISH WASHER 1 Fisher& Paykel Series #DD24DX Drawer unit SINK 1 Blanco #519453 Mr Direct 848 triugranite single bowl Kitchen sink white Undermount- Metallic Gray Color FAUCET 1 GROHE #32665001 Concetto POLISHED CHROME I SINGLE HOLE PULL DOWN DISPOSAL 1 InSinkErator #76006 Evolution Septic Assist No DESCRIPTION DATE 0 o io 50 KNOLL CIRCLE MITERED CORNERS MITER CUT MITER CUT ELENTARIO-JARAMILLO RESIDENCE CORNER i ! 1 CORNERS Project number 1505 BOTH SIDES BOTH SIDES =r� Date 08/19/16 0 00 BACK PANEL 0 DRAWER DISH WASHERS - TO MATCH PER SCHEDULE CABINET FINISH WATERFALL COUNTER INTERIOR ELEVATIONS C BOTH SIDES ISLAND A-020 . 00 FIRST FLOOR FF FIRST FLOOR FF FIRST FLOOR FF 11/4" 2'-O" 2'-0" — — 2'-0.. Scale ��_ ,_ �� Seal a ignature O` NEW 4 KITCHEN ELEVATION - 5 KITCHEN ELEVATION 12 KITCHEN ELEVATION 1/2"= 1'-0" 1/2" = 1'-0" Qi.P 71' O ti O N N [_7Q| |TOT:Ppoi| | = ������� UU| � . w � � | On unmmyn.ny11uo1 � | | o 720,289.2672t PROVIDE CHIMNEY CAP 84�395�oV�f TO PREVENT DOWNDRAFT WITH DAMPERS PER JAMES DEERKOWSKP.E 260DEER DRIVE MATTTUCK.NY11Q52 TEL:(031)774-7355 Consultant Address Address Phone Fax o'moi| FULLY LINED FIRE PLACE FLUE PER CODE ----- FULLY LINED FIRE PLACE FLUE TO «�p- ROOF L02;� 2 RELOCATEEX|ST/GN FIRE PLACE VESSEL � 4 RRST _------- -- FIRST FLOOR FF 21-611 1 ST FLOOR PROPOSED PLAN-Callout 4 rl_� LIVI FIREPLACE ELEVATION *SUBMIT SHOP DRAWING OFSTAIR AND HAND RAIL FOR APPROVAL BEFORE MATERIAL |SPURCHASED OR FABRICATION COMMENCES WOOD HANDRAIL TDMATCH FLOOR IN SPECIES AND FINISH WITH EASED EDGES NO GAPS TO EXCEED 4" STAINLESS STEEL CABLE RAIL SYSTEM INSTALLED PER MANUFACTURER'S SPECS CABLE RAIL ``'''' BLACK'PAINTED No DESCRIPTION DATE STEEL BAR VERTICALS'SEE DETAIL BLACKENED STEEL BARS(0.5" AND SUBMIT SHOP DRAWINGS THICK)SPACED 3'O.C. OR LESS AS REQUIRED FOR STABILITY WELDED *SHOP DRAWING OFSTAIR AND HAND 2 " TO SHOE RAIL MUST BEAPPROVED BYDEG|GNERWOOD EDGE PIECE TO MATCH FLOOR BEFORE MATERIAL PURCHASE OR ATTACHED CONCEALS STEEL SHOE TO CONSTRUCTION COMMENCES SOLID FRAMING 1/2"WOOD FACIA PIECE TO MATCH IN, FLOOR MITERED TO WOOD EDGE PIECE _----_' F0ST FLOOR FF / / U ^ M KNOLL CIRCLE GVVBSHY OFFASCIA 1/4" >CK> HAND RAIL TO MATCH FLOOR >00 WOOD SPECIES AND FINISH HANDRAIL SECTION ELENTARO-JARAM|LL0RES|DENCE 00 Project number 1505 >00 Date 08/10/16 >00 INTERIOR ELEVATIONS 3/4"TREADS AND ANGLED RISERS TO MATCH FLOOR PROUD OF A-021 .S HEET ROCK >00x BELOW APPROX 1Cl"WITH SQUARE >00( EASED EDGES Sou|o As indicated >00 Seal an i ure >00 HAND RAIL TURNS DOWN AJEND TO >OOK , r / FINISH RAIL DEZ >00 >00 >00 61 re 00 0 .� 77 T.O.BASEM � -71-61/2 `r "= � CD INSTALL OWNER SUPPLIED �jj�O�O�z� 7o a❑O�O� FREE STANDING TUBINSIDE ENCLOSUREOM SHOWER 65 wash b a klynlnny 112014 d e s j g n PROVIDE BLOCKIGN ALL INSTALL OWNER SUPPLIED 720.289.2672 t i I c 646.395.15Q6 f 6'-11 1/2"VIF 3'-0" WALLS FOR OWNER LIGHTING �` 'f SUPPLIED CLOSET INSERTS 0 0 0 260 DEER DRIVE INSTALL OWNER i JAMES DEERKOWSKI P.E. SUPPLIED FIXTURES, —� MATTITUCK,NY 11952 FINISHES AND INSTALL OWNER SUPPLIED �� TEL:(631)774-7355 ACCESSORIES MEDICINE CABINETS -- WALK IN CLOSET Z INSTALL OWNER j --- ----- ---- - rU SUPPLIED MEDICINE ---'— T CABINET Consultant Address i ress Phone l A-022 ( Fax � � I e-mail SUPPLY AND INSTALL 2" 7 / TEMPERED CLEAR SHOWER SUPPLY AND INSTALL 112" ! GLASS IN CHANNELS TEMPERED CLEAR SHOWER GLASS _ IN CHANNELS-NOTCH AROUND - - - - - - STON SUPPLY AND IN ALL / - STONE TOPPED PONY WALLS E TOPPED PONY VVALL 1/2"TEMPERED CLEAR - GLASS SET IN CHANNELS ` o w SUPPLY AND INSTALL T ------------- ----- -------------- -- -- - ---- -, -— -- 5 I STONE CURB INSTALL OWNER SUPPLIED - FIXTURES, FINISHES AND co 22 6 SUPPLY AND INSTALL / \ / \ _ _ _ __ _ M ACCESSORIES PER 4 0A-022 -- - T A 0 r NEW STONE DOOR o SADDLES PER + `� o MANUFACTURER SPECS — T 2 SCHEDULE M o M /5'-01,VIF .. ..........._.. .._..... ........................ , ..._._..----...-- -- / UJ j ! FIRST FLOOR FF 21-0" k4v21-011 FIRST FLOOR FOF il I SHOWER CURB WITH 5'-11 1/2" x x STONE SILL SUPPLY AND INSTALL 1 DUPLEX PERFORM 24 HOUR(MIN) OUTLET IN EACH SIDE OF WATERPROOFING TEST OWNER SUPPLIED VANITY 1 ENLARGED MATER BATH PLAN BEFORE LAYING CEMENT BATH ELEVATION BATH ELEVATION AND TILE-PROVIDE PHOTO DOCUMENTATION TO OWNER AND DESIGER STONE TOPPED PONY WALL 2 SIDES or o 0 0 e o I i ---- - - -- ------------- - --- i PAINTED GWB FINISH - --- - - -— ----i-- - - -- -- i ' INSTALL OWNER SUPPLIED \ —— - -- -- ---- — FINISHES PER --- - - — --- -1 ----- —-- \ `\ MANUFACTURER SPECS \ �\ INSTALL OWNER SUPPLIED ACCESSORIES __------------ --- ----- INSTALL OWNER SUPPLIED FREE , STANDING TUB,AND _.__...._...................... ..._............__.._._. ...___._._........ ... _._...._. i FIXTURES PER , MANUFACTURER SPECS -,----------------- - ------------- - -- FIRST FLOOR FF —. . _ FIRST FLOOR FF 2'-0" FIRST FLOOR FF 2 -0 2'-0" No DESCRIPTION DATE BATH ELEVATION BATH ELEVATION TILE BASE TO BATH ELEVATION MATCH FLOOR TILE 1/2"= 1'-0" 0 0 50 KNOLL CIRCLE MASTER BATH PLUMBING FIXTURES ELENTARIO-JARAMILLO RESIDENCE NAME OT# MODEL ALTERNATE COMMENTS Project number 1505 Date 08/19/16 SINK AND VANITY 1 TBD 60" DOUBLE SINK AND CABINET VANITY FAUCET 2 TBD DECK MOUNTED INTERIOR ELEVATIONS TOILET 1 TBD 12" ROUGH ELONGATED A-022 . SHOWER HEAD 1 TBD RAIN HEAD FROM CEILING 0 0 SHOWER MIXER 1 TBD PRESSURE BALANCED WITH DIVERTER HAND SHOWER 1 TBD WITH FIXED ESCUTION - NO BAR Scale 1/2"= 1'-0" ' TUB 1 HOME DEPOT SOHO 5 FT FREE STANDING CENTER DRAIN TUB Seal d nat a \ TUB MIXER 1 TBD THERMOSTATIC HIGHFLOW F N Wk TUB SPOUT 1 TBD 7"-9" LONG MIN. ,� °``R;`�p� �\ TOWEL BAR 1 TBD24" 4 3 HAND TOWEL BAR 1 TBD 12" BAR OR RING ` TISSUE HOLDER 1 TBD s\ �,�c� v� A \, Ro IONP Lp FIRST FLOOR IFF FIRST FLOOR FF 2'- 0" 2'-Oil o N N BATH ELEVATION (—O'� BATH ELEVATION T 1poo.0 65 washington st 9d Brooklyn,ny 11201 `" $ ( � Ilc 720.289.2672 t 646.395.1506 f 8'-21/2" VERIFY HEIGHTS 2'-6" 3'-2" 2'-6" 2'-0" WITH OWNERS CEILING — CEILING JAMES DEERKOWSKI P.E. I 10'-0" 101-01, 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 co I = O RECESSED MEDICINE \ ----.---„- LARGE FORMAT Consultant TILE PER OWNER N CABINET-VERIFY \ SPECS Address N Address � Phone PENCIL LINER TO Fax M I PENCIL LINER TO - MATCH TILE MATCH TILE e-mail 2 j NEW STONE SADDLE I PER SCHEDULE o ,---------------- --------------------------- 5 A-023 3 0CD 4 -------- -- -----....._---------------- --;---. - - cli 411 ALV o / INSTALL OWNER SUPPLIED TUB PER MANUFACTUER / SPECS FI T FLOOR FF / FIRST FLOOR FF 21-611 1 ENLARGED 1 ST FLOOR BATH PLAN 2 BATH ELEVATION l� BATH ELEVATION J 1/2”= 1'-0" 1/2"= 1'-0" CEILING _CEILING 10'-0" 10'-0" i CURTAIN BAR O i - 1ST FLOOR BATH PLUMBING FIXTURES NAME OT# MODEL ALTERNATE COMMENTS PENCIL LINER TO MATCH TILE LAVATORY AND VANITY 1 SET TBD 30"WIDE ----------------- ---------------- -----...------------ - ---- ..--'. -- - - -- - - --- ----- ----- ... LAVATORY FAUCET 1 TBD DECK MOUNTED MEDICINE CABINET 1 TBD 24"00" RECESSED -----_.-..._.. --------------------- _.. _._._.._..� - - - - - -- - - - - - - ---- -----`------ SHOWER HEAD 1 RAIN TBD TUB 1 TBD 6000 RIGHT HAND I- ---- ---- ---------- -- -- - SHOWER MIXER 1 TBD PRESSURE BALANCED WITH DIVERTER i 1 TUB SPOUT 1 TBD TOILET 1 TBD _ I TISSUE HOLDER 1 TBD FIRST FLOOR FF FIRST FLOOR FF TOWEL BAR 1 TBD 24" ° CURTAIN BAR 1 TBD 4 BATH ELEVATION BATH ELEVATION 1/211 11-011 No DESCRIPTION DATE 50 KNOLL CIRCLE ELENTARIO-JARAMILLO RESIDENCE Project number 1505 Date 10/10/16 INTERIOR ELEVATIONS A-023 . 00 Scale 1/2"= 1'-0" Seal an Sig ure SOF WJE r` y n � 3�w'} rliJ ROFESSION� TTC)EI I 65 washington st 9d brooklyn,ny 11201 d e s i g n I 720.289.2672 t I c 646.395.1506 f WOOD RIDGE PER STRUCTURAL PLANS JAMES DEERKOWSKI P.E.260 DEER DRIVE MATTITUCK,NY 11952 ASPHAULT SHINGLE ROOF CAP INSTALLED PER MANUFACTURER SPECS TEL:(631)774-7355 ASPHAULT SHIINGLES INSTALLED PER MANUFACTURER SPECS N Consultant Address T.O.ROOF Address 171-8" Phone Fax CONTINUOUS CLASS 1 AIR-VAPOR BARRIER PROTECTED BELOW INSUALTION e-mail EXTERIOR GRADE PLYWOOD SHEATHING BATT INSULATION FILLS ENTIRE CAVITY-NO AIR SPACE STEEL THRUST RODS PER STRUCTURAL PLANS ACOUSTIC BATT INSUALTION FILLS INTERIOR WALL 3 CAVITIES AROUDN ALL BEDROOMS AND BATHS S-100 PROVIDE HIGH STRENGTH TIE DOWN STRAPS CONNECTING ROOF TO WALL FRAMING(120 MPH CRITERIA) 1 WATER AIR VAPOR BARRIER LAPS OVER AND CONTINUES DOWN A-031 I WALL UNDER INSULATION-PROVIDE LIQUID APPLIED VAPOR CUT BACK EVES TO BE FLUSH WITH WALL FRAMING SEAL AT JOINT PER MANUFACTURER SPECS CONTINUOUS CLASS 1 AIR-VAPOR BARRIER OVER ROOF AND WALL o o ° SHEATHING � ROOFING LAPS OVER GUTTER ATTACHEMENT I HALF ROUND GUTTER INSTALLED PER MANUFACTURER SPECIFICATIONS I I CONTINUOUS COLOR MATCHED FLASHING LAPS UNDER WATER BARRIER AND OVER EXTERIOR TRIM SIDING FINISH MATERIAL PER DETAIL 3/A-004 3/411 MINIMAL WINDOW TRIM BOARDS TO MATCH SIDING FINISH SLIGHTLY PROUD OF SIDING I I \ 0 NEW WINDOW PER SCHEDULE INSTALLED PER MANUFACTURER SPECS I T / CONTINUOUS CLASS 1 AIR-VAPOR BARRIER PROTECTED ROUGH OPENING TO BE WATER PROOFED ALL SIDES LIQUID APPLIED BELOW INSUALTION POLYMERIC FLASHING INSTALLED PER MANUFACTURER'S SPECS-SILL TO HAVE PREFABRICATED CORNERS AND BACK DAM TO PREVENT WATER INTRUSION i i EXTERIOR GRADE PLYWOOD SHEATHING CLOSED CELL FOAM INSULATION FILLS ALL EXTERIOR WALL CONTINUOUS EXTERIOR GRADE COLOR MATCHED SEALANT AROUND OPENING I CAVITIES MINIMAL WINDOW SILL SLOPED TOWARDS EXTERIOR TO MATCH SIDING FINISH I PROVIDE HIGH STRENGTH STRAPPING AS REQUIRED TO CONNECT WALL AND FLOOR FRAMING(120 MPH CRITERIA) SEE STRUCTURAL PLANS FOR PROVIDE SOUND BATT INSULATION BETWEEN HABITABLE SPACES 3/4" FRAMING IN FORAMTION FIRST FLOOR FF PROVIDE HIGH STRENGTH ANCHOR BOLTS GROUTED INTO 2'-0" TYPICAL ANCHOR BOLTS-SEE NOTES OTHER SIDE FOUNDATION AT 36"O.C. MAX LINTEL PER STRUCTURAL PLAN FILL FOUNDATION WALL CAVNITY TOP TO BOTTOM WITH CONCRETE AND REBAR EVERY S O.C. -SEE STRUCTURAL PLANS-EACH NEW COURSE LAYED WITH DURAWALL REINFORCING TRUSS MESH BETWEEN COURSES � I _ GRADE pp SLIDING GLASS DOORS INSTALLED PER MANUFACTURER SPECS OUTDOOR SHOWER,TYPICAL FENCE CONSTRUCTION M o —_EXISTING FOUNDATIONS TO REMAIN— I —I I I I I I I I I I I I — WITH SIDING FINISH j i I i I IIIIII—III—III—I 11i T °° _•` � — = I =11 I 1=1 =__ 111 111 I I I=__ ` 30'-11 " �o — ' EXISTING SLAB ON GRADE TO REMAIN ° EXISTING FOUNDATION -NO WORK / I Oo _ _ _ _ _ _ = No DESCRIPTION DATE •. �o — /! L 0_00_0 I I I— T.O.BASEMENT SLAB I I III I I II °a :• a'; , °' ° d _ " �a :° ° 'O, ° °°q d •° °. -. "°d .. _ _ -O. ° .e :' ' _ "d da and - .e . �. ... . - a0 -TIT I — T_ —7 — I I I I I I I I—III_ - 0 0 00° 000 �0 �0 �0°g,�0g000 000 000 �0 0��0000 � � o9-, 4-_ =. .p�: o Oho 0.- 06\J — o�a.o�a.o�a.o�a o a o�a o�a a o�a o�a.o�a o�a o�a.o a o�a o�a.o�a o�a o�a o�a ova ova o�a o�a o�a o�<a o o Ta ova o�T ov o o�T�o�T�o T� d � O O Oo C Qr O�O� ��O l n O n n ^ ^ /ti.n. ^ r r ^ r n Q Do a 00. 0 O�c - n I�� � r� r iI i Ii r� � �� III n p �� � r�=� ��—III r� i t ► i n o 0 00I- - - a �0 oU1 — oo d oho = _ _ 7=, , _ _LI _ _ _ _ _I 0 .00 .1 —I IO11 I 1 1 11II II I Ili I II I II II II I II I I I 1 I I l i I I II II I1 II II II I I II —r.O �Q �O �QII t I—II I II I— I I 1I I —I II 1 II i ( I 11 I I I I I 1 I I I 1 I I I I I ( I I I I I I (— GIRDER PER STRUCTURAL PLANS 1 BUILDING SECTION 50 KNOLL CIRCLE 1/2" = 14" ELENTARIO-JARAMILLO RESIDENCE Project number 1505 Date 09/20/16 BUILDING SECTIONS A-030 . 00 Scale 1/2"= 1'-0" Seal and Sign 10 Ao 07') L�F� ROFFSSIO Q N N N O O N N NEW ASPHAULT SHINGLES INSTALLED PER MANUFACTURER SPECS CONTINUOUS CLASS 1 AIR-VAPOR BARRIER WRAPS OVER ROOF AND WALL SHEATHING 65 washington st 9d brookiyn,ny 11201 d e s i g n CUT BACK EVES TO BE FLUSH WITH I 720.289.2672 t c WALL FRAMING 45.395.1506 t PROVIDE HIGH STRENGHT STRAPPING AT ALL STRUCTURAL CONNECTIONS PER GENERAL NOTES ROOFING MATERIAL LAPS INTO GUTTER JAMES DEERKOWSKI P.E. 260 DEER DRIVE r MATTITLICK,NY 11952 TEL:(631)774-7355 I r WATER BORN LATEX PAINT OVER GWB Consultant CLOSED CELL FOAM INSULATION FILLS CAVITY Address CONTINUOUS FLASHING LAPS UNDER WATER I Phoness BARRIER AND OVER EXTERIOR TRIM Fax 3/411 41/4 5/8' e-mail I M MARINE GRADE PLYWOOD SHEATHING-REPLACE EXISTING AS REQUIRED I CONTINUOUS CLASS 1 AIR-VAPOR BARRIER I PROTECTED BELOW INSUALTIION M INIMAL VVI NDOW TRIM BOARDS TO I MATCH SIDING FINISH PROUD OF SIDING I I I CONTINUOUS EXTERIOR GRADE COLOR MATCHED SEALANT AROUND ALL JOINTS I 3/4" CONTINUOUS FLASHING LAPS UNDER WATER BARRIER AND OVER NEW WINDOW PER SCHEDULE EXTERIOR TRIM INSTALLED PER MANUFACTURER SPECS ROUGH OPENING TO BE WATER PROOFED ALL SIDES CONTINUOUS COLOR MATCHED EXTERIOR r `� WITH LIQUID APPLIED POLYMERIC FLASHING INSTALLED GRADE SEALANT AT ALL JOINTS BETWEEN PIER MANUFACTURER'S SPECS-SILL TO HAVE MATERIALS PREFABRICATED CORNERS AND BACK DAM TO PREVENT WATER INTRUSION NEW INSULATED GLASS WINDOW INSTALLED PER MANUFACTURE SPECIFICATIONS CONTINUOUS EXTERIOR GRADE COLOR MATCHED ROUGH OPENING PREPARED.-ALL SIDES- SEALANT AROUND ALL JOINTS WITH LIQUID APPLIED FLASHIIMIG COMPOUND SUCH AS PROSOCO R-GUARD FASTFLASH (STPE) CONTINUOUS COLOR MATCHED EXTERIOR ! GRADE SEALANT AT ALL JOIN-TS BETWEEN =z MATERIALS Cl) MINIMAL WINDOW SILL TO MATCH SIDING SLOPED TOWARDS EXTERIOR 1/2" PER FT(APPROX 1/4" LOWER AT LIP MINIMAL WINDOW SILL TO MATCH SIDING PROUD OF SIDING AND SLOPED 3/4" TOWARDS EXTERIOR 1/2" PER; FT I (APPROX 1/4" LOWER AT LIP) 3/411 I I CONTINUOUS FLASHING LAPS UP TO CONTINUOUS FLASHING LAPS UP SILL BACK DAM, CREAT BACK DAM AT SILL INTERIOR OVER ROUGH OPENING FRAMING FIRST FLOOR FF 2'-0" I I - FRAMING PER STRUCTURAL PLAN ALL BLOCKING TO BE EXTERIOR GRADE PLYWOOD OR PRESSURE TREATED LUMBER I PROVIDE SOUND BATT INSULATION I BETWEEN HABITABLE SPACES CONTINUOUS CLASS 1 AIR-VAPOR BARRIER LAPS UNDER FLASHING I TYPICAL ANCHOR BOLTS-SEE NOTES t ON BUILDING SECTION 2 TYPICAL EXTERIOR WALL SECTION AT WINDOW LINTEL PER STRUCTURAL PLAN 3"= V_0" I I TOP CAPTO MIATCH SIDING CONTINUOUS FLASHING LAPS UNDER 112" WATER BARRIER AND OVER EXTERIOR TRIM T i i SLIDING GLASS DOORS INSTALLED PER MANUFACTURER SPECS j � No DESCRIPTION DATE i � I � ` ! � - i � 50 KNOLL CIRCLE it ELENTARIO-JARAMILLO RESIDENCE i Project number 1505 FINISH MATERIAL TO i MATCH HOUSE SIDING Date 10/26/16 i / `U WALL SECTION PRESSURE TREATED BRACING w CONTINUOUS FLASHING LAPS UP SILL BACK FRAMING AS!SHOWN D!AM, OVER ROUGH OPENING FRAMING A-031 . 00 PRESSURE TREATED POSTS SPACED AS EXISTING FOUNDATION -NO T.O.BASEMENT SScale As indicated WORK _ — —LAB REQUIRED FOR STABILITY 7 3/4.. - -61/2 Seal a d Si ture I a, TYPICAL PATIO EDGE DETAIL O NEty NNW �. +k �C), 0 C �` SAND SET PAVERS I—III z I I I— x wR rr>3' ���� 7 I—III—III���a oad I—II I I I I— n A, . _ .. ,- Y' POSTS SUNK IN CONCRETE TO BELOW FROST LINE I = o ROF'ESSIOCN cli III III III— ti BUILDING SECTION-Callout 1 TYPICAL FENCE DETAIL cli Pc),TI 0y�o�OPO� 4"STEEL STUD BRACED TO 65 washington st 9d STRUCTURE ABOVE brooklyn,ny 11201 d e s i g n I I C 720.289.2672 t �5pp° 4"STEEL STUD AT 12"O.C. 646.395.1506 f BRACED TO STRUCTURE ABOVE MTL. CLIP AND FURRING CHANNEL \ \ I 1 JAMES DEERKOWSKI P.E. - GWB PAINTED PER 260DEER DD IVE \ \ SCHEDULE TEL: ITLIC ,NY 52 11199 \ \ I\ \ I 5/8" 1/2" Consultant Address MTL. Address HANGER Phone NON-COMBUSTABLE SOUND-DAMPENING PAINTED WOOD BASE Fax BATT INSULATION FILLS FOR CAVITY SPACE I I e-mail GWB GWB. EACH SIDE FINISHED PER SCHEDULE _ FRAMING AT 16"O.C. _ — MTL. CORNER BEAD —a —a FINISHED FLOOR PER SCHEDULE EXISTING SUB FLOOR 1 TYPICAL NON RATED INTERIOR PARTITION 2 TYPICAL DROPPED CEILING AND SOFFIT DETAIL 3 TYPICAL BASE DETAIL 3"= 1'-0" SITE PAINTED SHELF VARIES-VIF MITERED FRONT LIP GWB PAINTED PER SCHEDULE N 3/4' � END CAPS WHEN EXPOSED AND INTERMEDIATE SUPORTS r TYPICAL TRIM OFFSET FROM AS REQUIRED FOR STIFFNESS JA DOOR JAMB AS SHOWN bo _ M CHROME HANG BAR BACK SUPPORT AS REQUIRED TYPICAL 1-3/4" DOOR PROVIDE BLOCKING BEHIND GWB AS REQUIRED TO SUPORT SHELVES 4 �TYPIIALR JAMB ANDHIEAD TYPICAL SHELF AND HANG BAR TILE PER SCHEDULE OVER POLYMER-MODIFIED TILE DRAIN COVER INSTALLED THINSET 1/16" BELOW SHOWER FINISH PER MANUFACTURERS SPECS CEMENT BOARD TEMPERED GLASS 6 MIL POLY WATERPROOFING ENCLOSURE SEATED WITH MEMBRANE INSTALLED PER CLEAR SEALANT MANUFACTURER SPECS LAPS INTO SHOWER PAN GLASS CHANEL FIXED TO SUBSTRATE SEAMLESS VINYL PAN: (40 MIL SHEET WORKED INTO i BUILT UP CURB WITH GWB PAINTED PER CORNERS(PER z FINISHES PER SCHEDULE SCHEDULE MANUFACTURER)WRAPS UP i FINISH FLOOR TILE EDGE TRIM BY WALL AND INTO DRAIN COLLAR a t-:, : PER SCHEDULE SCHLUTER OR PENCIL LINER CAULK "'� • ' • i MESH STEEL REINFORCED _ THINSET TILE POLYMER-MODIFIED --'° -- '° PER SCHEDULE MORTAR BED SLOPED 1/8" PER FT.TO DRAIN SEAMLESS VINYL PAN: (40 MIL CEMENT BOARD 4" SHEET WORKED INTO i THINSET TILE PEA GRAVEL AROUIND CORNERS(PER PER SCHEDULE MANUFACTURER)WRAPS UP i No DESCRIPTION DATE WEEP HOLES WALL AND INTO DRAIN COLLAR i LIQUID APPLIED MONOLITHIC WATERPROOFING MEMBRANE 2-PIECE CLAMPING DRAIN � i INSTALLED PER COVERERS ENTIRE FLOOR AREA,WRAPS SIX INCHES MINIMUM UP ALL WALLS AND MANUFACTURER *NOTE:ALL DRAINS AND WATERPROOFING MEMBRANES L TIES INTO DOOR SADDLE SPECIFICATIONS SHALL BE WATER TESTED FOR A MINIMUM OF 24 HOURS TO ENSURE THERE ARE NO LEAKS. TEST SHALL BE COORDINATED WITH AND REVIWED BY OWNER AND LICENSED PROFESSIONAL OF RECORD 6 SHOWER DRAIN AND CURB TYPICAL BATHROOM BASE DETAIL 3"= 1'-0" 50 KNOLL CIRCLE ELENTARIO-JARAMILLO RESIDENCE Project number 1505 Date 11/08/13 TYPICAL DETAILS A-040 . 00 Scale 3"= 1'-0" S nd Signature P�5 17 01 _0 OA�'O 07 F � 0 0 N (\D N (\D 65 washington st 9d ' brooklyn,ny 11201 d e $ I g n I 1 720.289.2672 t c Door Schedule 646.395.1506 f Mark Width Height Thickness Manufacturer Model Hardware Type Comments JAMES DEERKOWSKI P.E. FIRST FLOOR FF 260 DEER DRIVE 1 2' - 8" 611 - 1011 0' - 1 3/4" Simpsons Door Company 77002 EXT. TBD WITH LOW E COATING TEL:(6 1)7 4- 35 52 TEL:(631)774-7355 2 4' - 6" 7' - 0" 0' - 13/4" F 3 2' - 6" 7' - 0" 0' - 1 3/4" A 4 5' - 0" 71 - 011 0' - 1 3/4" G Consultant Address 5 1' - 6" 7' - 0" 0' - 13/4" B Address 6 2' - 0" 7' - 0" 01 - 1 3/4" 00 0 0 A Phone Fax 7 2' - 6" 7' - 0" 0' - 1 3/4" A / e-mail 8 5' - 0" 7' - 0" 0' - 1 3/4" G 9 2' - 6" 7' - 0" 0' - 1 3/4" A 10 2' - 6" 7' - 0" 0' - 1 3/4" A 11 2' - 0" 7' - 0" 0' - 13/4" 1 B T.O. BASEMENT SLAB 15 2' - 6" 7' - 0" 0' - 1 3/4" LOUVERED DOOR B 16 2' - 6" 7' - 0" 01 - 1 3/4" B 19 6' - 0" 6' - 8" 0' - 1 3/4" Andersen A-Series (EXTERIOR TO MATCH PER MANUF. \ WINDOWS / PRIMED INTERIOR) TBD \ 20 6' - 0" 6' - 8" 0' - 1 3/4" Andersen A-Series (EXTERIOR TO MATCH PER MANUF. WINDOWS / PRIMED INTERIOR) TBD 21 21 - 611 7' - 0" 0' - 1 3/4" A ` ' ' 24 2' - 0" 7' - 0" 0' - 4 1/2" CUSTOM FENCE DOOR TBD EXTERIOR SIDING 3$ 2' - 6" 7' - 0" 0' - 1 3/4" A EXTERIOR ENTRY DOOR EXTERIOR SLIDING DOOR EXTERIOR GARAGE DOOR 41 8' - 0" 6' - 0" 0' - 2 1/8" Clopay Building Products 902 PER MANUF. Company TBD 42 8' - 0" 6' - 0" 0' - 2 1/8" Clopay Building Products 902 PER MANUF. Company TBD ! i , Door Hardware i I Hardware Type Item Description manufacturerT Model # Finishes Quantity Comments ' � A 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US1OB OIL RUBBED BRONZE 3 Swing Door Privacy LATCHSET OMNIA 237 US10B OIL RUBBED BRONZE 1 (PAIR) I DOOR STOP OMNIA 7001 US10B OIL RUBBED BRONZE 1 i B 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US10B OIL RUBBED BRONZE 3 © ------' ---- Swing Door Passage LATCHSET OMNIA 237 US10B OIL RUBBED BRONZE 1 PAIR ` DOOR STOP OMNIA 7001 US10B OIL RUBBED BRONZE 1 x\ C 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US10B OIL RUBBED BRONZE 3 Swing Door Dummy DUMMY HANDLE OMNIA 237 US10B OIL RUBBED BRONZE 1 (SINGLE) BALL CATCH OMNIA 160OF US10B OIL RUBBED BRONZE 1 DOOR STOP OMNIA 7001 US10B OIL RUBBED BRONZE 1 EXTERIOR FENCE DOOR A SWING DOOR PRIVACY BI LOUVERED DOOR F PAIR SWING CLOSET DOORS BYPASS CLOSET DOORSG F 4X4 FULL MORTISE BEARING HINGE OMNIA 985/4 US10B OIL RUBBED BRONZE 6 (3 Per Leaf) B SWING DOOR PASSAGE Pair Swing Doors DUMMY HANDLE OMNIA 237 US10B OIL RUBBED BRONZE 2 (SINGLES) BALL CATCH OMNIA 160OF US10B OIL RUBBED BRONZE 2 C SWING DOOR DUMMY DOOR STOP OMNIA 7001 US1OB OIL RUBBED BRONZE 2 G SLIDING HARDWARE HAFELE HAWA JUNIOR 80/Z N/A 1 (SET) Bypass Closet Doors FLUSH PULL OMNIA 7503 US10B OIL RUBBED BRONZE 2 No DESCRIPTION DATE Window Schedule Exterior Mark Width Height Sill Height Manufacturer Model Configuration Finish Interior Finish Comments T.O. BASEMENT SLAB 50 KNOLL CIRCLE 1 3' - 0" 3' - 611 3' - 6" Andersen Corporation A-Series Casement A Black Primed WITH LOW E COATING 2 21 - 611 1' - 6" 5' - 0" Andersen Corporation A-Series Awning F Black Primed WITH LOW E COATING ELENTARIO-JARAMILLO RESIDENCE FIRST FLOOR FF Project number 1505 3 2' - 61 4' - 0" VELUX CURB MOUNTED G Black WITH LOW E COATING Date 09/20/16 SKYLIGHT ' 4 3' - 0" 4' - 0" 2' - 9" Andersen Corporation A-Series Double Hung A Black Primed WITH LOW E COATING DOOR AND WINDOW SCHEDULES 6 3' - 0" 2' - 0" 5' - 1 1/2" Andersen Corporation A-Series Fixed B Black Primed WITH LOW E COATING 8 3' - 0" 31 - 611 3' - 7 1/2" Andersen Corporation A-Series Casement C Black Primed WITH LOW E COATING A-050 . 00 9 3' - 0" 2' - 0" 0' - 5 1/2" Andersen Corporation A-Series Fixed D Black Primed WITH LOW E COATING 10 3' - 0" 4' - 8" 2' - 5 1/2" Andersen Corporation A-Series Fixed B Black Primed WITH LOW E COATING ' � \ Scale 1/2"= 1'-0" 11 61 - 011 6' - 8" 0' - 5 1/2" Andersen Corporation A-Series Fixed E Black Primed WITH LOW E COATING Sealignature 12 6' - 0" 6' - Q8" 0' - 5 1/2" Andersen Corporation A-Series Fixed E Black Primed WITH LOW E COATING -- — 13 6' - 0" 6' - 8" 0' - 5 1/2" Andersen Corporation A-Series Fixed E Black Primed WITH LOW E COATING A DOUBLE HUNG C CASEMENT D FIXED VERTICAL E FIXED PICTURE F AWNING G SKYLIGHT �� F NEW O 2OVER 2 �P ��. r ,- P 14 31 - 011 61 - 81' 0' - 5 1/2" Andersen Corporation A-Series Fixed D Black Primed WITH LOW E COATING c 15 3' - 0" 2' - 0" 0' - 5 1/2" Andersen Corporation A-Series Fixed D Black Primed WITH LOW E COATING 16 31 - 0" 4' - 8" 2' - 5 1/2" Andersen Corporation A-Series Fixed B Black Primed WITH LOW E COATING 18 3' - 0" 41 - 0" 2' - 9" Andersen Corporation A-Series Double Hung A Black Primed WITH LOW E COATING Fo N AROFESSIO P N o ti 0 N C2 N FINISH SCHEDULE —������ �,09�a�0��� 65 washington st 9d v Room # Floor Finish Wall Finish Doors /Trim / Casing Finish Ceiling Finish Cabinetry and CarpentryCounters /Saddles/ Stone brooklyn,ny 11201 d @ S i g i0 720.289.2672 t 646.395.1506 f 01 KITCHEN / 1) NEW HARDWOOD FLOORING: 4" NO.2 RED OAK HARDWOOD FLOORING (REPLACE SUB FLOOR AS 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO MATCH WALL PAINT 1) TYPICAL SHELF AND HANG BAR IN ENTRY COAT CLOSET 1) KITCHEN COUNTER STONE: SOAPSTONE LIVING REQURIED) / SEAL WITH BONA TRAFFIC HD COMMERCIAL EXTRA MATTE FINISH (PROVIDE FINISH TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - WITH BUILT UP LIP SAMPLE) SATIN FINISH JAMES DEERKOWSKI P.E. 2) KITCHEN BACK SPLASH - LARGE FORMAT PORCELAIN TILE - 2) STAIR RISERS, TREADS AND HANDRAIL TO MATCH FLOORING 2) WET BAR COUNTER STONE: SOAPSTONE 260 DEER DRIVE SOURCE / PRODUCT/ COLOR TBD - LATICRETE GROUT COLOR WITH BUILT UP LIP MATTITUCK,NY 11952 TBD TEL:(631)774-7355 3) KITCHEN CABIENTS - FULL OVERLAY SLAB DOORS PAINTED WHITE (WALL 3) ENTRY SADDLE PER ENTRY DOOR COLOR) WITH TOUCH LATCHES, CONCEALED HINGES AND HEAVY DUTY MANUFACTURER Consultant SOFT CLOSE DRAWER SLIDES Address 4) LINEN CLOSET SHELVES - PAINTED (WALL COLOR) Address Phone 5) TYPICAL BASE BOARD Fax 6) TYPICAL DOOR TRIM e-mail 7) TYPICAL WINDOW TRIM 02 BEDROOM 1) NEW HARDWOOD FLOORING: 4" NO.2 RED OAK HARDWOOD FLOORING (REPLACE SUB FLOOR AS 1) BENJAMIN MOORE 'BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO 1) TYPICAL BASE BOARD REQURIED) / SEAL WITH BONA TRAFFIC HD COMMERCIAL EXTRA MATTE FINISH (PROVIDE FINISH TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - VOC LATEX PAINT - COLOR TBD - SAMPLE) SATIN FINISH FLAT FINISH 2) TYPICAL DOOR TRIM 3) TYPICAL WINDOW TRIM 03 BATH 1) LARGE FORMAT PORCELAIN TBD - SOURCE COLOR TBD - LATTICRETE GROUT COLOR TBD 1) LARGE FORMAT PORCELAIN TBD - SOURCE COLOR TBD - 1) BENJAMIN MOORE BATH AND SPA 1) BENJAMIN MOORE BATH AND SPA 1) TYPICAL DOOR TRIM 1) ENTRY SADDLE - STONE TBD LATTICRETE GROUT COLOR TBD PAIN - COLOR TBD PAIN - COLOR TBD 2) STONE WINDOW TRIM - STONE TBD 04 BEDROOM 1) NEW HARDWOOD FLOORING: 4" NO.2 RED OAK HARDWOOD FLOORING (REPLACE SUB FLOOR AS 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO 1) TYPICAL BASE BOARD REQURIED) / SEAL WITH BONA TRAFFIC HD COMMERCIAL EXTRA MATTE FINISH (PROVIDE FINISH TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - VOC LATEX PAINT - COLOR TBD - SAMPLE) SATIN FINISH FLAT FINISH 2) TYPICAL DOOR TRIM 3) TYPICAL WINDOW TRIM 05 MASTER 1) NEW HARDWOOD FLOORING: 4" NO.2 RED OAK HARDWOOD FLOORING (REPLACE SUB FLOOR AS 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO MATCH WALL PAINT 1) TYPICAL BASE BOARD 1) BUILT-IN CABINET COUNTER: STONE TBD BEDROOM REQURIED) / SEAL WITH BONA TRAFFIC HD COMMERCIAL EXTRA MATTE FINISH (PROVIDE FINISH TBD - EGG SHELL FINISH VOC LATEX PAINT .- COLOR TBD - SAMPLE) SATIN FINISH 2) TYPICAL DOOR TRIM 3) TYPICAL WINDOW TRIM 06 MASTER 1) LARGE FORMAT PORCELAIN TBD - SOURCE COLOR TBD - LATTICRETE GROUT COLOR TBD 1) LARGE FORMAT PORCELAIN TBD - SOURCE COLOR TBD - 1) BENJAMIN MOORE BATH AND SPA MATCH WALL PAINT 1) VANITY BY OTHERS (PROVIDE BLOCKING 1) ENTRY SADDLE - STONE TBD BATH LATTICRETE GROUT COLOR TBD PAIN - COLOR TBD 2) TILE LINER - TBD 2) TYPICAL DOOR TRIM 2) 2x STONE NICHE (4 SIDES+SHELF) STONE TBD 3) BENJAMIN MOORE BATH AND SPA PAINT- COLOR TBD 3) CLOSET ENTRY SADDLE 07 WALK IN 1) LARGE FORMAT PORCELAIN TBD - SOURCE COLOR TBD - LATTICRETE GROUT COLOR TBD 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN"ZERO MATCH WALL PAINT 1) PROVIDE BLOCKING FOR OWNER SUPPLIED CLOSET ORGANIZERS 1) DOOR SADDLE TBD CLOSET TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - SATIN FINISH 2) TYPICAL DOOR TRIM 2) SHOWER CURB TBD 08 REC ROOM 1) EXISTING CONCRETE SLAB TO REMAIN 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO 2) TYPICAL BASE BOARD TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - VOC LATEX PAINT - COLOR TBD - SATIN FINISH FLAT FINISH 2) TYPICAL DOOR TRIM 3) TYPICAL WINDOW TRIM 10 STUDY 1) EXISTING CONCRETE SLAB TO REMAIN 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE"BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO 1) TYPICAL BASE BOARD TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - VOC LATEX PAINT - COLOR TBD - SATIN FINISH FLAT FINISH 2) TYPICAL DOOR TRIM 3) TYPICAL WINDOW TRIM 11 STORAGE 1) EXISTING CONCRETE SLAB TO REMAIN 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE"BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO 1) TYPICAL BASE BOARD TBD - EGG SHELL FINISH VOC LATEX PAINT- COLOR TBD - VOC LATEX PAINT - COLOR TBD - SATIN FINISH FLAT FINISH 2) TYPICAL DOOR TRIM No DESCRIPTION DATE 3) TYPICAL WINDOW TRIM 12 1) EXISTING CONCRETE SLAB TO REMAIN 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO 1) PAINTED LAUNDRY COUNTER MECHANICAL TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - VOC LATEX PAINT - COLOR TBD - ROOM SATIN FINISH FLAT FINISH 2) TYPICAL BASE BOARD 3) TYPICAL DOOR TRIM 13 GARAGE 1) EXISTING CONCRETE SLAB TO REMAIN 1) BENJAMIN MOORE "BEN" ZERO VOC LATEX PAINT - COLOR 1) BENJAMIN MOORE "BEN" ZERO 1) BENJAMIN MOORE "BEN" ZERO TBD - EGG SHELL FINISH VOC LATEX PAINT - COLOR TBD - VOC LATEX PAINT - COLOR TBD - SATIN FINISH FLAT FINISH 50 KNOLL CIRCLE ELENTARIO-JARAMILLO RESIDENCE Project number 1505 Date 09/20/16 FINISH AND FIXTURE SCHEDULES A-051 . 00 Scale Seal n ignature pF NEtl/ P DE- O r Y..}�,_f1` � A` OA o. 7_ L' ���� ROES N C' O O N N E7 PQT1 OPO�,ditpo❑ al 65 washington st 9d brooklyn,ny 11201 d e s i g n 720.289.2672 t Ile 646.395.1506 f WIND FRAMING NOTES NAILINIG "SCHEDULE PLAN CONTENTS. GENEwK` 1AL NOTES 1 1). RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL JAMES DEERKOwSKI P.E. 1-1/4'.'.x 20 gauge strap shall be attached to each pair of rafters in accordance to"table 3:4, JOiNT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING 260 DEER DRIVE ` When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING MATTITUCK,NY 11952 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO W WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE TEL:(631)774-7355 TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL 1).The information within this set of construction documents"Is related to basic design 2). RAFTER TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION !tSEt"PliASj Intent and framing decants.They are intended as a construction aid ,"not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss"to top plate shall be in CEILING JOIST 8'WALL: 378d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMONJOiST TOENAIL t "for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, raftersAddress DESIGN CRITERIA Address State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall'top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CODEi"2015 1RC;..,2016 NYS UN[FOT�"tiC SU"PPLEMENT Address construction details and procedures to ensure a professionally finished,"structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL S e Phon shall be connected with uplift"connections in accordance with"table 3.3c. FRAMING ELEMENTS AS PER FLOORPLANS;CROS SECTION:AND".GENERAL NOTES Fax sound and a weatherproof completed product, P CEILING JOiST LAPS AS PER TABLE 3.7 EACH FACE e-mail OVER PARTITION WFCM- SBC LAP NAIL EXT, BALCONIES" .2).The General Contractor is responsible for ensuring'that all work and construction 3).WALL-TO-WALL,ASSEMBLY: 60 COLLAR TIE A5 PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shalt be attached with"uplift connections"In These codes"are to be considered"as"part of the specifications for this"building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER. WFCM"-SBC END NAIL ATTICS w/6 STORAGE. 10" should be adhered to even if In variance with the2tlan. studs shall be attached to a commoh member In the floor assembly with uplift connectors In BLOCKING EACH TOE ATTICS'w/:STORAGE accordance with table 3.3, J p TO RAFTER 2 8d COMMON END NAIL DESIGN`LOAD CALCULATIONS ROOF' {GROIJIV'D SNC)1W'LOAO� PER NYS,3p1`,i 3). Dimensions"shall take precedent over scaled drawings. RiM BOARD EACH END (LIVE LOADS PSF) 4).:WALL ASSEMBLY TO FOUNDATION- 2 - 16d COMMON RC)ONCS(t)`THER"i't=IA "SLEFPiN"C) 4Q. (DO NOTSCALI:DRAWINGS)). - 'TO RAFTER END' NAIL" First wall studs shall be connected to the foundation,sill plate, or bottom plate with upliftP"ooMS ( E ING) 4).The designer has nol'been engaged for construction supervision and assumes no connectors. Steel "straps shall have a minimum embedment of'7 Inches in (concrete WALL FRAMIN"G� SLE P " �o :responsibility for construction'coordinating with these plans, nor responsibtlity for foundation and "slab-on-grade,�15 inches in masonry block foundations, or lapped under STAIRS 40' NAIL "NAIL construction means, methods, techniques, sequences,"or procedures, or for safety the plate and nailed in accordance with table 3QTY. SPACING '2(X .3b. When steel straps are lapped under the JOINT DESCRIPTION :NOTES GAURDRAIIS'ANY"DIRECTION" 1 precautions and programs in connection with the work. There are no warranties for.a bottom plate, 3 inch square washes shall be used with the anchor"bolts.=Anchor bolt EXPOSURE CATAGORY (DESIGAIt C7"FORCi4T,.r~) specific use expressed or implied'in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing'. TOP PLATE E 2 - 16d COMMONPER FACE NAIL TOP PLATE FOOT S88.NOTE• 1 LOAD PATH 51;E CONSTRUCT ANDWIND PATH CONNECTION ;anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and"all - - 5}, Refer to the'Windovv and Door schedule for ex#erlor openings.. corners. TOP PLATES A11' 4- 16d COMMON .JOINTS "FACE ROOF"- FOUNDATION DETAIL PAGE&'GENERAL NOT(:PAGE INTERSECTIONS EA. SIDE NAIL. NAILING SCHEDULE "SEE GENERAL NOTE PAGE° 6).The General Contractor is'to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS' STUD TO 24" FACE or exceeds manufacture's specifications and a" exterior shear ml Of 7/16 inch wood structural panel on the exterior STUD 2 -16d COMMONEGRESS O.C. NAIL" S applicable codes. Type t exear was wa m P SEE FLOOR"PLANS"AND WINDOW SCHEDULE rn:: attached with"8d common nails at 6"o.c. at the panel edges and 12„ o.c. in the field, and DIRE PROTECTION" Y SMOKE ALARMS TO COMPLY WIT(1'NFPA`"72 Mi D.NYS"R3114 IRC, 7).The General Contractor is to consult with the owner for alt built-'in items 1/2 Inch gypsum wallboard on the interior attached with 5d cooter nails at 7 o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315.iRC. edges and 10 o.c. in the field shallbe iri accordance with the length requirements s ecified HEADER ALONG EDGES NAiL SMOKE&CO2 DETECTORS such as bookcases, shelvnng,.pantry, closets, trims, etc. g � P in TRUSS DESIGN N/A-`STANDARD.STICK FRAME:CONS`CRUCTION "table 3.15a b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END :8).Wind load requirements shall be taken Into account during"construction. PLATT:TO STUD 3 - 16d COMMON PER 2x6"STUD NAiL ENERGY CALCULATIONS' 2015"115CC 6).TYPE iI EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE`TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements oftabte 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 -Z6d cOMMO PER FACE NAIL CLIMATIC + GEOGRAPH�C tES1GN :CRITERIA length adjustment factors in table:3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND ,SEISMIC FROST 1WINTEP, ICESHtElb CATEGORY DEPTH, TEMP.(MPH) FLOOD determine intended heights of finished floor(s) above typical grade. 7).'tNTERIORSHEARWAI.LCONNECTIONS- FLOOR FRAMING. SNOW SPEED DESIGN WEATHERING LiNLINE' "TERMITE t7>:CAY DESIGN UNDERLAHAZARDSYIv[REQUIRED EiVT " Allowable sidewall lengths provided in table 3.14 'shall be permitted to be"increased when NAIL NAIL LOAD ( 2}. All footings fie rest on undisturbed (virgin) soil, Interior shearwalis are used. Sheathing and connections shall be in accordance with JOINT DESCRIPT'lON NOTES QTY_ SPACING MODERATE St:IGHT`TCS, 11 .2.4:4.2 and 2.2.4 respectively. 20"PSF "130 B SEVERE APT.- -NONE` 3) Provide"1/2"expansion joint material between concrete slabs utting JOIST TO- PER TOE TO HEAVY MODERATE"and ab " concrete or masonry walls occuring in exterior or unheated interior areas. $).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR tGlRDER 4-8d COMMON JOIST NAIL ( OF SHEATHING REQUIREmENTSFOR WIND. L / ; Header and/or.girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shalt 2 - cl COMMON be installed with#5 re-bar, 18" tong at 12" o.c.. Use approved epoxy for Installation. With table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAiL N,'�iL SPACING NAIL SPACING AT jNTERMEDIATE" 3.5 'SHEATHING LOCATION :AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD' NOTES' BLOCKING EACH TOE 2 8d EACH 5), Unless otherwise noted, all stabs on ode to be 2500 s.i.. Concrete to be 4'PERIMETER EDGE ZONE 8dCOMMON,� 6""C). I3d CCIMNIC)IV:6,6`O:G:- ;S)~E.N,C�TES:.iy3' Sr P- TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing."lnterior"stabs 9).CATHEDRAL CEILING ASSEMBLY: g BLOCKING TO: �.. EACH TOE INTERIOR'ZONE $d C 1Vt " " " " to be minimum 3-1/2 Inch thick. All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam, the rafters shall either be botched and 3 " 16d COMMONO MON @ 6 O. 8d-COMMON w 12 O,C, SEE; ""O .ES, ;�:BtaTi-1;FtELi55) " anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 4N'OT8k 2 FORPANIEL F11ELD 6 maximum lifts (layers). , alongthe open ceiling part of the building. Connections 10"the ridge and hal!shall be be LEDGER STRIPS _ EACH 'FACB GALE"ENDVIlALL RAKE AND RAKE TRUSS 8d Ct37r�ItitON` 4"Q:` 13d COMMON :4�r ►;C; :SEE;NOTESc" 3 6). Crawl spaces'to be provided with a minimum 18"x24" access"opening. Install one attached with the above requirements. TO BEAM 3 16d COMMON JOIST NAIL "8x16 cast iron foundation vent for every 150 sq,ft. of area. JOIST DECK AND COVERED PORCH NOTES: TON LEDGER 3 - BdCOIvIN[ON :PER TOE NATES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL N.Y.S. Residential Construction Cade. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE"REFERREDTO'1F MENTIONED tN",SCHEf7ULE'.NC)TES,ONLY. All fasteners, hangers 3 -"16d COMMON ,JOIST NAIL the below grade portion of exterior walls prior to backfilling, g rs and anchors to be galvanized or stainless steel. TO JOIST 1). For roof"sheathing within 4 feet of the perimeter edge of the roof,including 4"f�eet on eachicle of the, of peak; 8). Drainage as required by current N.Y.S. Residential Construction Code. 2),Girders for deck joists to be bolted to each post with washers:and nuts. BAND JOIST TO:SILL"OR TOP PLATE 2 - 16d COMMO PER TOE NAiL the 4 foot perimeter edge zone attachments required`shall'be used: FOOT SEE NOTE: l Girders on concrete piers xhali be anchored with proper steel connectors anchored 2}.Tabulated 12 inch o.c."nail spacing assumes.sheathing"attdiclied fie"rafier.J.frt',ss framing rs'iernbersvith Ci>0:49." FRAMING NOTES into concrete with a minimum 1/2" dia x'7" tong anchor bolt with washers and nuts. ROOF SHE I For framing members with <0.42<G<0.49,thenal!spacing shalt be reduced to inches.o;c. 1".All framing techniques and methods as prescriptive desi of current SBC High Wind NAL NAIL ) g q P P �'� g 3). Posts supporting girders shalt be anchored to a 12"x1"2"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QN- SPACING 3).Tabulated 4 inch o,c. nail"spacing assumes sheathing to rafter!truss framing"members with G5,0.49.For AS PER TABLE 3:8 framin members with 0.42<Gc0.49 the nails spacing shall be reduced to 3 inches ox; below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d g ' P g 2).Unless otherwise noised,all framing and structural wood material to be#2 + BTR. WFCM-SBC \X/ALL SHEATHING REQUIREMENTS FOR WIND :LOADS Douglas Fir. 4). Deck joists to have blocking at 810 o.c.. CEILING S H EATH I N G: SHEATHiNG LOCATION NAIL SPACING NAIL"SPACING AT INTERMEDIATE :NOTE$ 3). Floors,"wails, ceilings and rafters to be spaced at 16 inches o.c. unless'noted 5}.A minimum`of 10 inch flashing shall be ins#ailed between the building and ledger, NAIL NAIL otherwise. AT:PANEL EDGES SUPPORTS IN THE PANEL FIELD " JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4 EDGE ZONE 8d COMMONSiE Nt�`l` 5: 1' 3 (BOLI-1" IELCS) where needed. @ 6" O.0 8d COMMON @ 12"O.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2xI0 42 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE NOTE:-2 FORPANEL"FIELQ Bearingwail headers to have (2)jack studs and (2) full length studs on each side of all 1WALLBOARp 10"O.C . FIELD INTERIOR ZONE 8d COMMON Co; 6" O.0 8d COMMON 12* O:C. :SEE NOTE: 3 gt 6). Concrete piers shall be a minimum 6""above grade. WALL openings. LVL headers to have (3)jack studs and (2) full length studs on each side of W ALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o DESCRIPTION DATE ;openings between 411 and 60 and 2x6 wall openings between 511.and 89. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. :SPACING THESE NOTES ARE°tDNl:Y TO BE REEERRED"TO IF MENTIONED 1N SCI=1Et�tj"LE.NOTES"ONLY: 8). Covered"Roofs shall be assembled and anchored the same manner"as a typical building. STRUCTURAL AS PER TABLE 3.9 8d COMMON 1). For hal[ sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirement;shall 5). All flush beams/headers to be installed with heavy.duty galvinized hangers and PANELS WFCM-"SBC be used.. anchors where applicable to all connecting Joists. PLUMBING NOTES 7/16"OSB 3" O.C.LEDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub.. 1). All water supply, drainage and venting"to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2).Tabulated 12 Inch o.c: nail spacing assumes sheathing attached to.'stud framing members'vciitli Floors to have ceramic,the Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members"with"0.42{G ,,#tie nail spacings, reduced#o'fi--inch p:c on plans: WALLBOARD 10" O.C. FIELD � 5d COOLERS 2 .1leri " se tic"system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,gatvinlzed box nails shall'be"permitted to be�xubstituted fvr,common;nails, 7). Provide 2 -1-3/4"thick microiams (height to match floor joists) around stairwell and/o ) �' p FLOOR SHEATHING- other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during instaliatioti"for any plumbing related work, NAIL NAIL JOiNT DESCRIPTIO provide Dormers running up roof rafters are to`be supported by double rafters on either"side Provide adequate bracing and plates to protect and secure the structure.Verify the QTY." SPACING t>.�RovtDE 576•`[YPE-XsHE 7Rt3Ctt FIRE�tOPI>lNG tT"tt1'q'M�;Xt1V1l7tvt'DtiTA1VCE5'FC?RNON ACCs SSt9 ON tAR>AS. r 2).USE SIMPSHANGERS AND ANCHOR`WITH Z�MA}C"TRIPPLE PROTECTIVE.COATING.FOR CONTACT WITH AC(2. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS6"O.C. EDGE 3).INSTAL.t-C62"DETECTOR IN ADDITIoNTo"s�vloKE ALARMS pER"FLOOR: 9). Provide btocking/bridging in floor joists at 8'0 o.c.. Use solid"blocking in floor joists HVAC .SYSTEM NOTES 1"OR LESS $�COIvINL° 12"O.C. FiELD 50 KNOLL CIRCLE under all bearing Watts. as'required t>ji ciirreiif NYS Residential.Code-,FtRE9LOCt(1NI;r REQIItRED 1). Mechanical subcontractor Is`responsible for adhearing�to all applicable codes and safety NOTES: firebloddrtgshatl be providedtocutotfail,coneeated draft,-openings(bothverticalarid to hzontalj. ELENTARIO-JARAMILLO RESIDENCE requirements. NOTE: .,and to form an affection.ftr6'Wrrier'betwe6h stories;hrid bow6en:a tip#6N and{he".roof$pace:' 10). Provide Insulation "baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE O1NLY TO"BE REFERRED TOIF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firetitocking shall be provided in wood-framer'eonstructlon in the following"loeatlons," Project number 1505 needed. 2). HVAC subcontractor is,to full coordinate all stern data and re uilrermnts with the, .MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Y system q 'I).In+concealed spaces ot`.stud walls and partition!including furred'spam,"if the ceiling and floor Date 12/19/15 11).Unless"otherwise noted, all roofs"and walls to have"a minimum 1/2"thick, 4 ply Fir equipment`supplier. ) sa tsso bio ke of minetaontal i lo glass fiber shall be ttowed es ftreblocking In vWl��rYcatedl 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ SOIL COMPACTION: using paretlei ;6ws of studs"bi�'staggered studs: STRUCTURAL NOTES 3). HVAC subcontractor to provide final system layout drawing and submit"it to the General "nailed 6 on-center at the panel edge, if wall sheathing Contractor and owner for final'review"and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FiLL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2);Af ell iritercortnection°s,hetwepii contealed'1iei ical enti;tipr[zontat"spaces such as o4cuc et 3otftts„ 12). Unless otherwise noted use 3/4"thick UG PT'S Fir or Advantech"plywood subfloor P g g TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO Fillt., drop cetlings`and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be Installed ELECTRICAL NOTES:OTES' shear capacities,,nailing requirements for structural REMOVE AND ADD ADDITIONAL FiLL AS NEEDED, S-001 . 00 over subfloor as per manufacture's instructions. members shall be doubled, cr alternate connectors, 2).COMPACTION OF NEW FILL sHAtt BEAT LEAST 9546 PROCTOR 3)iirndiceale hat!complywith circa tNrsit, Sider-anal dbboitomC�the turf.`Enctosed spates 1). All electrical to be installed as per N.Y.S. Residential Construction Code, such"as shear plates,:shall be used to maintain load path. DENSITY(PER ASTM D 658 AND ASTM D 1557). COMPACT THE SOIL AT 12"LiFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4):At openings around vents,iilpef and duct's at ceiling and ftdoc:tevel.''to`"resist thie�free`paslage of Scale 13). Ail.bathroom walls Ira have 1/2"th'icknoisture-resistant sheetrock. Garage walls and TESTED BY A PROFFES510NAL AGENCY FOR COMPACTION. flame and Products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2)."All electrical work shall be approved by a qualified Underwriter. 2}.When wall sheathing Is continuous over connected p Seal a ignature to have regular 1/2"sheetrock. All walls to be taped and finished. members,the tabulated number of nails'shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5j.For the firebiocking of chimneys and'fireplaces,as rewired by current N.Y.S:Aesidenital code. 3).All electrical work to comply with 2014"NEC. to be reduced tol - 16sd nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. OF N t 14)."All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or PA Dt,_� approved equal. Flat roofs"shall be applied with a Fiberglas base sheet with an EPDM, 4). Install Smoke detectors acid Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sill plates and wood In contact with concrete to be pressure treated. Silt plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 0 0, R�FEss1O P 0 ti 0 N N CSD o0oVal 65 washington st 9d brooklyn,ny 11201 I I c 720.289.2672 t 646.395.1506 f (3x)9-1/2" LVLs WITH (2x)5/8" CONTINUOUS STEEL FLITCH PLATES (ONE BETWEEN EACH LVL) BOLTED JAMES DEERKOWSKI P.E. LINTELS OVER LARGE THROUGH 12"O.C.ALTERNATING TOP 260 DEER DRIVE WINDOW OPENINGS AND BOTTOM MATTITUCK,NY 11952 WITH (2x)2x4 POSTS FRAME IN EXISTING TEL:(631)774-7355 BETWEEN EACH STAIR OPENING WITH 3'-0" 3'-0" 6'-0" 6'-0" 6'-0" VAULTED CEILING TYPICAL FRAMING - �' AT LIVING SPACES L 12'"0" (2x)9-1/2" LVL LINTEL (2x)ll 2x) -1/2" LVL LI TEL (2x)9-1/2" LVL LINTEL (2x)9-1/2" LVL LINTEL (2x)9-1/2" LVL LINTEL Consultant --' Address ._..----------------------- _-_.� —__ - - --...._...__-...-.........---.._..».---._-...._.._--.. .-...-.... ._.. —......... ........-- .........----_- :- ........-....--._..---_-.._.._...> > ---...— .__...._-.. u' Ll o _-_ _ ...--.....-_-_-..---.-.-..______-.._.-_...-..-__---_-....-..-.............._...-.....................-......... ......-. «._.. ............................-_..._..-----------.. Ph _---__.. .___ ._ __.__ .__........ _._................ . i Phone � E77n I > = Fax — .-.._------- — o \. i J e-mail i I �' 6"x6"x3/8"SiTEEL ANGLE } € 2'-9"€ 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-81/4" _� LINTEL O I x -. _-.-._.___ 11-7/8"TJI 360s AT 16"O.C.TYP. I 2X10 RAFTERS AT 16"O.C.AS TOILET PLUMBING- \ SHOWN VERIFY PLUMBING LAY w OUT ABOVE BEFORE J _ i ! � -Z w FRAMING J J _ Z I l 14' FILL BLOCK CAVITY @ 3' J o -01/2" E � t i EXISTING CEILING �� J _ O.C.AND UNDER POST AND ROOF FRAMING Q 1-3/4"x 11-7/8"LVL RIDGE ( —�_ i (3x)1-3/4"x 11-7/8"LVLs r r WITH CONCRETE AND#4 VERTICAL AND TO REMAIN X N N REBARS @ 12"O.C. i V i o 0 N cm i HORIZONTAL 4"x1/4" ROUND HSS 6"x6"x3/8"STEEL ANGLE I — 2X10 RIDGE POSTS WITH NEW _ __ N LINTEL — — k, PAD FOOTIING 2X10 RAFTERS AT 16"O.C.AS O Y I' SHOWN I STEEL THRUST RODS FILL BLOCK CAVITY @ 3' ( EVERY 2ND RAFTER ATTCHED PER EXISTING LINTELS TO 11-7/8"TJI 360s AT 16"O.C.TYP. O.C. WITH CONCRETE DETAIL 3/S-100 REMAIN F AND#4 REBARS @ 12" O.C.VERTICAL AND HORIZONTAL -PROVIDE ADDITIONAL e FRAME NEW FILL NEAR WINDOW OPENINGS AND RAFTERS FLUSH TO i' EXISTING SHEATHING \� CORNERS I I , I I I: i i i i _. _ j (2x)9-1/2" LVL LINTEL 2x)9-1/2" LVL LINTEL (2x)9-1/2" LVL LINTEL TOILET PIPING-VERIFY BEFORE /2" 4'-7" 3-01/2" FRAMING NEW STAIR STRINGERS TO BE(2X) VAULTED CEILING 2X12 EACH SIDE AND CENTER IN ENTRY SPACE VAULTED CEILING BED AND BATH SPACES SPECIAL NOTE: SISTER FLOOR FRAMING AND RAISE 1ST FLOOR 2 FT.ABOVE EXISTING HEIGHT -ADD CMU BLOCK TO EXISTING FOUNDATION WALL-FILLING CMU CAVITY EVERY 3 FT O.C.TOP TO BOTTOM WITH CONCRETE AND#4 REBARS AT 12" O.C.VERTICALLY AND HORIZONTALLY -FLOOR FRAMING SHALL BE BOLTED AND STRAPPED TO FOUNDATION -SEE DETAILS -CONTRACTOR SHALL PROVIDE TEMPORARY FRAMING AND BRACING REQUIRED TO ENSURE STRUCTURAL STABILTY AND SAFETY THROUGHOUT CONSTRUCTION 1 ROOF STRUCTURAL as ,� MASTER BATH ENLARGED PLAN No DESCRIPTION DATE 5/8" BOLTS THROUGH BOTH SISTERED RAFTERS 1/2"THICK STEEL PLATE SANDWICHED BETWEEN TWO NEW RAFTERS CLEVIS FORK AND PIN 50 KNOLL CIRCLE CONNECTION TO PLATE ELENTARIO-JARAMILLO RESIDENCE — 1-1/4" DIAMETER STEEL ROD Project number 1505 Date 09/20/16 0 0 STRUCTURAL FRAMING PLANS do ! 2'-6" p S-100 . 00 Scale As indicated Seal ai d Sig tur A�OF NEw , Q "R, ;i! • A 3 THRUST BEAM CONNECTION DETAIL `rFa bio Z • 072ZC OFESSIO A -» N V' O O N N