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HomeMy WebLinkAbout41755-Z pfFot'fed�y Town of Southold 10/4/2018 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39944 Date: 10/4/2018 THIS CERTIFIES that the building POOL HOUSE Location of Property: 1670 Stars Rd., East Marion SCTM#: 473889 See/Block/Lot: 22.-4-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2017 pursuant to which Building Permit No. 41755 dated 6/21/2017 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: accessM pool house with outdoor shower as applied for. The certificate is issued to Fernandes,Anthony&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41755 9/17/2018 PLUMBERS CERTIFICATION DATED 8/24/2018 Anthuy Fernandes 0 (70 d Signature TOWN OF SOUTHOLD ��gUFfatI e BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE '�� • rev 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#: 41755 Date: 6/21/2017 Permission is hereby granted to: Schroeder, William 7966 E Phillips Cir Centennial, CO 80112 To: construct accessory pool house with outdoor shower as applied for. At premises located at: 1670 Stars Rd., East Marion SCTM # 473889 Sec/Block/Lot# 22.-4-16 Pursuant to application dated 5/25/2017 and approved by the Building Inspector. To expire on 6/21/2018. Fees: ACCESSORY $272.80 CO -ACCESSORY BUILDING $50.00 Total: $322.80 BuiLkInstor 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 $15.00 Date. �4.//�7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 16 7,,9 ��,�° S' �� �' .(� /iyi/.2�d /�`7 /f Z a�- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 112,02 Block y Lot Subdivision—IOP, 'Jc/`*S`p waa bs Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: r" Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 .Old �o roger.riche rt(c-town.southold.ny.us �OUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fernandes Address: 1670 Stars Rd City: East Marion St: New York Zip: 11939 Budding Permit# 41755 Section: 22 Block. 4 Lot 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 50a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment "POOL HOUSE" Notes: Inspector Signature: - Date: September 17 2018 81-Cert Electrical Compliance Form.xls 4- S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT OCT 2 2018 TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ZrZ (,1_2v z &ajv Owner: A/ h 4 '�WAIAVd (Please p rift-it) -Plumber: ,Z, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ature) Sworn to before me this day of 20 bR' A 'I \J Notary Public, 171r'� _ County JONES WING ON CHAN NOTARY PUBLIC-STATE OF NEW YORK No. OICH6324921 Qualified in Queens County My Commission Expires May 18, 2019 a0F SObly o� Ol � o ��'YOOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION IV FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V'O/Ct I IIS T car DATE 1 INSPECTOR �J Of so(/l * * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULAT ON [ ] FRAMING /STRAPPING [ FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:PflymA im yltn b f-l-f ANV> ot�p& 1� ww DATE g INSPECTOR OF SOUjyO� * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �S /� INSPECTOR l 5 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -' 1 NSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: a (f ift DATE INSPECTOR G1 F SO 0 1/lyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI^ON [ ] FRAMING /STRAPPING [ FINAL ink [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING_ REMARKS: 00 Y sawm DATE 9 INSPECTOR oF sours olo # TOWN OF SOUTHOLD BUILDING DEPT. �o • io `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [�OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ - ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ICAwkim ® r DATE INSPECTOR pE SoUTy� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR I _= � ��i� - • Trawl DIM"AIMMU RM STATE ENEROY • . (�! J►� ' — b � !!�Y•Y �~�'t'�t�A�i' �— - - tea. ov Y • - r ■. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATIO CHECKLIST BUILDING DEPARTMENT Do you have or need the follow'. g,before applying? TOWN HALL Board of Health llow SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board 9M alAld _ FAX: (631) 7,65-9502 c Survey South oldTown.NorthFork.net PERMIT NO. �J Check Septic Form r N.Y.S°D.E.C. Trustees Am C.O.Application. Flood Permit ff Examined ,20�/ Single&Separate Q SCENE Storm-Water Form Dontact: � ^ �,/z MAY 2 5 2017 i D� ✓ Approved ,20� Mail to: Disapproved a/cd ox-�L,g��T/T`�1� BUILI3ING IDE ULD Phone:& ,�}J .� o TOWN Expiration 20 Buildin nspe or \ APPLICATION FOR BUILDING PERMIT Date 20 / 7 O '� �� , --`�l INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,'the Building Inspector will issue.a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection•throughout the work. e.No building shall be occupied or used-in whole or in part for any purpose what'so ever until the Building Inspector issues-a Certificate of Occupancy. i I . "" 1 1, 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-berequired. 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 Southpld,-Suffolk:(ounty,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,'ordinanoes;building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections: (Signature of apgficant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, gent rchitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises / /_/u ly;FA/NO-FM (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No /,D0 y.7,�b Plumbers License No. S91-,e Electricians L•icenseyOWOO)eK Other Trade's License No. Ua_Z,14 1: U6dati6n°6f land•0`i1°whi6h'proposed work will be done: iiouse•N.umber, t=<_, r;g�•...Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision MA`P ,ol= Filed Map No. s /s Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed 'construction: a. Existing use and occupancy t//�G A/ A , ,v-z b. Intended use and occupanc t'S�odm 3. Nature of work (check which applicable):New Building_' Addition Alteration Repair Removal' Demolition Other Work //Ods /em (Description) 4. Estimated Cost E (To be paid on'filing this application) 5. If dwelling, number of dwelling units,_ , Number of dwelling units on each'floor_ ij If garage, number of cars 6.1 If business, commercial•or mixed occupancy;specify�patuxe jnd extent of each type of use. 7. Dimensions of existing structures, if any,: Front Rear Depth Height Number,of Stories Dimensions of same structure'with altbrations or--•additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire ew construction: Font4 �2 kear&�d �a Depth %�b Sp t1T11 Height ZV V y ''� Number of+Stories ?`711 /vD ITh 9. Size of lot: Front R;.6ar /4P2­- '' Depth l f V, 1 ; Date of Purchase � rlal`me;of Former Owner Se#A:�SAS .. 1 . Zone or use district in which premises ares'situated i 12.. Does proposed construction violate any<zoning low, otdirla.�ce-or reglzlation?YES NO"!� 13. Will lot be re-graded? YES"i NO_ 'Will'eness fill-bo removed from, remises?YES NO �d�P.j 1 . Names of Owner of premises .eNigN Addxess,914f;A fda//o� AP Phone,No.,_S/�!�!?S2® Name of Architect ',5%'m•�G�Dz h'o�ni ,, _ Aridress .�'.>' "o�✓!°� fBSaYPhone Nq �'� -o�s'.� y ,� Name of Contractori' & t`fd f2i°6��i� t ,iWAd'dress3 io/ iQf*C •�Phonei o;. o d t .:s if 6 //j r/ AE' 1 a. Is this property Within'100 feet of a tidit> Wetta4d'or-a'fres�wator wetland? *YES NO' IF YES, SOUTHOLI)',TOWN TRUSTEES`&tD.E:C.;PE„ MAY BEjREQUIRED: b. Is this property wain 300 feet of a.tidg wetaiiid?*YE'ST_ IF YES, D.E.C. PERMITS MAY BE RBQUIItE F 1' . Provide survey, to scale, with accurate foundation plan and distances to property lines. I". 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 vyith respect to this property? * YES NO- 1 IF YES, PROVIDE A COPY. = S ATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individualsigning above namdd, (S)He is the 0LOae _ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized toy perform or have performed the said work and to make and file,this application; th it 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 applicatidn filed therewith. T'RACEY L.'DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED SUFFOLK COUNTY �1 day of 2011 _ CO MISS EXPIRES JUNE 30,20]Q, _\ Notary Publicov Signature of Applicant �CRIVE OFF � BUILDING DEPARTMENT-TOWN OF SOUTHOLD Electrical Inspector - O L 2 5 2018 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold New York 11971-0959 G' DdG DEPT. ' Telephone (631) 765-1802 - FAX (631) 765-9502 al � K ' �DLD roger.richert(a_town.south old.ny.us APPLICATLON FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 1 / - Company Name: Name: /L 2i'J►��/ License No.; email: Address: ,D Q /drzJ 'eo'?d Phone No.: 02 JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: �'l✓a��/d Phone No.: Bldg.Permit ZAW email: Tax Map District: 1000 Section: '2 2, Block: ZLot: l BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: 4!ff/ NO Rough In final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION rip (30 m Request for Inspection Formals - O�oS�FFO(,�CPG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road .c Fax(631)765-9502 P. O. Box 1179 N x Southold, NY 11971-0959 4N BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: --V/ 7 Owner: Location of Property: S�4/ ,9 f Please tak notice that the (check applicable line): New commercial,or residential structure Addition to existing commercial or residential structure Rehabilitatioin.to.an existing commercial or residential-structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the follow g location(s) (check applicable line): L� Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): IIII'm yxbley/�-R Capacity(check applicable line): caner Owner representative TrussReg15.docx Effective 1/1/2015 jJ��3�.Titer,�Y��,�1•.��ei�JSLjL.7�Y}•c..s � �\^��v'�ty)��ri'�♦{t(/LiL�}Ti i. ,tiYy'Y'� 1K•57,��,1„`('f'�f".rlr��r }L IR�I�YJ�y�� in• 5 ij��f�; U 'L�•••»�� K airr <}��,`�L ^rtT.� l.1�$- �r�a�if � yr.1J��rJf' �114 't�rr3 ■ "� '`fi^'y�-�7'l�b Y.{��}�� X7 c-fli t+,� "•F=� ?""• t' • + • .• w It 1..;;*' TkY""L �� �Ys��yi.'•-i• '{?'i+?t•a'f�:'•i; /!:'Xj�:fir: �iY.'%3 � '.•'�c���, .;�'� '�ir��•„• �yFi 1 ryti I � _i.� • J h Y� f <.l IIII z y ? i ♦ 1 1 tii. r- t «r a�•'• t.•:rr: • • • •. 4 Loi I • • 1 • : � o � l l � 0 i, • ;a p .. ' Scott A. Russell SUrFQ �� SUPERVISOR %_ N[ A\N A(Gr)E��J[)EN`]C' SO=OLD TOWN HALL-P_O.Box 1179 p 53095 Main Road-SO=OLD,NEW YORK 11971 0 - Town of,Sou th o l d AY 3 n 2017 CHAPTER 236 - STORMIWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) - - --- - ---- - -- --- -- --- --- Dol--Tnis--PR0uEcr--iyo F-TEE I MOWING- --------------- Yes No (CHECK ALL THAT APPLY E]jd A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El[ B. Excavation or-filling involving more than 200 cubic yards of material withi;i any parcel or any contiguous area. ❑ C. 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 erosion hazard area_ _ E. Site preparation within the one-hundred-year floodplain as depicted on--FIRM Map of any watercourse.. z 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 DepartmenL3ndthyouur Building Permit Application. APPLICANT: (Property Owner.Design Professional gen Contractor,Other) S.0-T.M. OOO Date District NAMEi/r� L-' � � .� zZ2r7 / Section Bfock Lot For BULDItiG DELPAR"1'.N?LNI"1- t-,SE :i ONLY Contact information Reviewed By: Date- r5 - 17 Property Address / Location of Construction Work: – – – – – – – – – – – – – – – – – —1Approved for procea�tng Building Permtt- �.y� /�/� y 1/G f Stormwater Management Control Plan Not Required /'Lh'/C/�� '�� /�f Stc;m.vaier Maaagennen; Control Plat. ;s Rcqu 4 7 (Forward to Engineering Department for Review) FORM - SMCP - TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 S,,,� CHAPTER 236 Z2 (Property Owner,Design Professional,Agent,Contractor,Other) . —5 t,— O �f � �(� �Q� STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST NAME rt ILd,lIIA'A _S1?fp1VJZ_ Section Block Lot z S M C P -Plan Requirements Provide ONE copy of the Building Permit Application please Print o Date: � * The applicant must provide a Complete Explanation and/or Reason for not providing 5 ``o (a A S 616l3 r7 0l>� all Information that has been Required by the following Checklist] 3`ignalure Telephone Number 1. 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 Herel 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 ®== b. Total Site Acreage. ®00 c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 0 v " t f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. riff( h. Spot Grades & Finish Floor Elevations for all existing& BUJ proposed structures. Hsi TG Dr -,PT. Location of proposed Swimming Pool and discharge ring. Vr;Z7 � O�'SO j. Location of proposed Soil Stockpile Area(s). FX_ =1 k. Location of proposed Construction Entrance/Staging Area(s). � 1. Location of proposed concrete washout area(s). � R,�eID M. Location of all proposed erosion&sediment control measures. 0f1Q17t1Z&D 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate O� GRAVSL W CWA%( SO R 45 1 V 100 S on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. F5Cjj=j We>-rof tr)'e b. Construction Entrance&Site Access. =15EI= T V to 6P c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) = DT prb V%01:3 d. Leaching Structures (e. .infiltration basins,swales,etc.) r.>-r- a v4 0 6P ****FOR ENGINEERING P RTM T E ONLY**** Additional Information is Required. Reviewed & I 1:1Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date. Co / SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 1 v v i • i i j . -4 1000-22-04-16 YAGGARINO Jt -°' °'-2°" SCALE: 10-40' 1 JANUARY 3, 2017 ----_ _� JANUARY 26, 2017 (REVISIONS) G FEBRUARY 22, 2017 (CER TIFI CA TION, 1 MARCH 21, 2017 (REVISIONS) MARCH 29, 2017 (CERTIFICATION ADDS RAIN RUNOFF CONTAINMENT "� 1 LOT(13 HOUSE = 1851 sq.ft. pWELLIN� 1 GARAGE- 384 sq.ft. POOL HOUSE = 432 sq.ft. - 1 I J 2631 sq.ft. _ 1 2631 x 1 x 0.17 = 447 cu.ft. PERVIOUS DRIVEWAY = 2760 sq.ft. 1 2760 x 0.8 x 017 = 375 cu.ft. o. 822/42.2 = 19.5 V.F. , V ALANT PROVIDE (4) DRYWELLS 80 x 6' DEEP LOT 2 of \ 1 •' EA 1 1 • j WEi-I' {� ( ASEPTIC / PROPOSED LOT COVERAGE HOUSE = 1215 C Q VACANT GARAGE = 384 �-�- � ------- "--- �'2''4p"E � ACCESSORY = 432 ' POOL HOUSE = 576 � LOT 1 WN N/O/F OF PIPE .�' oP. w T 2607 Z , ,,, s so.o 2607/20032 13 pUtHO RI c� 5 = 90 _ U/PROPOS1 ���i `PO• J PROPps eE OUT 4,00 - 1+ _ -1 P 13 v1 1� - -c 30 _ w < ' PROPOSED SEP77C SYSTEM ,, o�rn�' PpO1-=a _ SOA RI_00 1Q V1�mn, (G1Yl,` BEDROOM HOUSE WI7H) V AL %' (3min. (POOLHOUSE BA 77-IROOM) - -- 1—PRECAST 1000 GALLON SEPTIC TANK 1`d0. �' o_� PIPE o ` ' o �q4 q5 1-8' LEACHING POOLS 12' DEEP � � � j o Ei WITH 3' SAND COLLAR 3' MIN. ABOVE j �Ps � - PROPpQEOPPI-y GROUND WATER $ - wATE _ �2�� vv PROPOSES p Lfi �7 6ALI-O 500 N TANK 1PPOp05co U1G PROPANE _ .E �y�- DRIB vA�ow s TEST HOLE DATA WILL NRpEpER SL McDONALD GEOSClENCE 11/22/2016 BROWN LOAM OL o' w, BROWN SILTY SAND SM SURVEY OF PROPERTY at EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, NY 1000-22-04-16 YAGGARINO SCALE.- 10-40' 01-03-2017 JANUARY 3, 2017 JANUARY 26, 2017 (REVISIONS) CW FEBRUARY 22, 2017 (CERTIFICA TION) MARCH 21, 2017 (REVISIONS) MARCH 29, 2017 (CERTIFICATION ADDED) lA u Crit)YJ RAIN RUNOFF CONTAINMENT OT 3 RV v I S!t C e, Co ' s R HOUSE = 1851 sq.ft. pWELLIN 1 p� m`�"&M4 CC0 GARAGE = 384 sq.ft. 1 L POOL HOUSE = 432 sq.ft. m-rR® S 2631 sq.ft. RU67-1d� 2631 x 1 x 0.17 = 447 cu.ft. 1 J�'��v ALA, OO A RVIOUS DRIVEWAY = 2760 sq.ft. PAPE - .o ;o. i 1 A4 ID TO 2760 x 0.8 x 0.17 = 375 cu.ft. APPROVAL OF STORMWATER MANAGEMENT 19.5 V.F. ALANT — �CaO ROLP3 _T a V p r 23b 'OVIDE 4 DRYWELLS 80 x 6' DEEP i l_OTO AREA OF 1 � Approved by; gEPTIG / l �WElpfAc �E 1 ► DRAINAGE 1 Cn ARE REQUIRED Engineering PROPOSED tact TOS g Bering at 765-1560 before LOT COVERAGE �` �••" ' kfill, OR provide K 02 ok1y Pim Engineer'.s Certification o i IdV4. Fyp, that the drainage has been install HOUSE = 1215 - i - kK 'N � a, 3p. �` N ed to Code, GARAGE = 384 �-�- �� - N��.42•'� E ° EP' VALA ACCESSORY = 432 o '� r '�� LOT l CP_ N/�/F OF POOL HOUSE = 576 PIPE I'll 11 2607/20032 2603% �. �- U/G�LEGEJ `p�;,A"' ``O� ____ -A�'�1.0 -'�I�--�T��REARI 1 PROP � E� GLpUT E �pp0` ER®51®iv&SEDIMENT C®N7ROI.5 L11 � •:,� � Oso'—, j • ��o Pow HOU`'E koo �F �° o 'Shall include but not be limited to: 1FR�NT) �- I 3.3 A well maintained Construction Entrance, _ w Wire Backed Silt Fencing,stabilization & tLJ L ---- L`� ' I w � 3 1 •O o O =�`Ota a 'JZ5T ' -1 VPpp1r 3-b $ Seeding DROPOSED SEPTIC SYSTEM T rte® / o / — of ex used and/or inactive soils. A `3 BEDROOM HOUSE WITH) � > � � �• ,," � � - _ s�- `� 'POOLHOUSE BATHROOM) r ... Soo c o 'CAST 1000 GALLON SEPTIC TANK S FACHlNG Pnnl S 12' nF-FP v L9 cj7��D i 500 &A . TANK _ U,( PKOP ` ' W DRIVE � •,.' 1t ST HOLE DATA WILLO 101f S . ' ONALD GEOSCIENCE % _ - 11/22/2016 ' b; - BROWN LOAM OL 4BROWN SILTY SAND SM Co I N/Q/F OL o15T 2 --- � •,, • 1 uN1ON FREE SL�-10 BROWN FINE TO COARSE SAND SW VALANT LOT 0 01 I \l 1 v ; \,Ih1 REAR YAR j 1 �WEL ' ®:. 17' r NOTE.- NO WATER ENCOUNTERED CLEAN OUT DETAIL Cof i1 C-OR USE WITH BUILDING EXTENSION/CONNECTION SLATE OR 07HER STOPPER END SU/TABL COVER OR PLUG CERTIFIED TOS OLD REPU61-I G NATIONAL TITLE I N5UKANCE COMPANY F I K5T METROPOL I TAN A[55TKACT CORP-T I TLE NO. A31252-5-1647 ANTHONY CAL-KOY FERNANDE5 SEWER PIPE GET I ZEN5 6ANKA N.AE515AOA, AT I MA f 30' ELBOW NOT TO SCALE so• WYE Q ' )NS ARE REFERENCED TO NA VD 88 � I i OF NE!v,, ition of public water, wells and cesspools shown hereon m field observations and or from data obtained from C�_ ' iMIUAR WITH THE STANDARDS FOR APPROVAL AND 4 UCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET KEY AREA = 20,032 SQ. ET. THEREIN AND ON THE PERMIT TO CONSTRUCT. ii ® = WELL � .��'�` ''�� .S LIC. NO. 49618 7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF i = PIPE P t MORS, P.C. f 72090E THE NEW YORK STA 7E EDUCA77ON LAW.' EXCEPT AS LOT NUMBERS REFER TO "MAP OF SOUNDCREST WOODS SECTION ONE" n-nnA, 7nnn n .,, - Adf1A111A/CAlT i - /n 74 /--.1 -- .---- �(TYP• � @_A7.7� p()Ff FTIO ICY PIPE _ ---�.. --- ,K OFF PA � r r [Dsts FFOLK CJUIvTY-pcPARTMEN7 OF HEALTH SERVICES 194.95 AppROVAL OF nONSTRUC'i ED WORKS FOR G� A 5lG►r►al.E F'#%,f jj,Y kES`� os,^.E AND ,1 ►� L7 l ��'��t�19 O ''o o J �' �.�.�Bf.rte. � � I � _ �._ baft � 7S dwage d�^_r• ii and Wistar super fatuities at fmb���b�t0 int;c cted and/or certftd Dy This L'a a SD S. be satisfac+oN FCP. Craig Knepper, P.E., Chief _ Office of Wastew D OCT - 3 2018 DUILDMG ER,?DT. fi TD 0F NEw ro r Y __ LIC. NO. 49618 �� = PECO P.C. 7 SLP 1 1 (631) X (631) 765- 1797 = 20,032 SQ. FT. �0 P. 0. BOX OX SUFF.CO.HEALTH SERVICES 1230 TRAVELER STREET 16-1,21 OFFICE OF WASTEWATER IGT. SOU THOLD, N. 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GRADE 240tt 30 YR. WARRANTY. 12 FINISH TO MATCH MAIN HOUSr9 ON SITE. '., , -: ,.• G. ICE AND WATER SHIELD FROM FASCIA UP TO 2d' s. r 0 ?• FROM INSIDE FACE OF STUD WALL AND AT VALLEYS. `�•, t a, r•. _ ir• 12 �� 8' #15 BUILDING FELT :"4•' ,•5••1/2 4 ••4,1/8 �.�'• .�+�/8 @ � �!.: ¢ IRIDGE VENT (AS REOV) DS• DRIP EDGE (AS REA D.) 0 + o L 2"x8" COLLAR TIES ra 32' O.G. O rStM�OKJAE.00 i. To of Plate .•t TOP of �/ 0 TYPICAL EXTERIOR WALL CONSTRUCTION ;. UPON "TYVEK" HOUSE LURAP (OR EQUAL) UPON Px8' ROUGH SAWN WHITE PINE SHEATHING SEASONAL POOL HOUSE ` UNHEATED SPACE 2'x4' STUDS P16" O.G. w/DBL. TOP PLATE 5 : . Anthon Fernandes r ..r. `It � • fro STARS ROAD �• Amended it l= st l First Floor Pr. r. J . - : _ l��at o ns I��ta i is Grade 5 J n Project J 1(0 �O 011120 8 rte," ..r:: ,.•".l.. number 1 k 7 r D rr.._. �. W R 4" L 8 / y� Dat NE VAPOR BA BIER GRAVE ASE w 6 O1 2Z-ZO1S 1rr-Orr El THROUGHOUT MIL POLY VAPOR N IN. UNDERSIDE OP SLAB RETARDER ABOVE e JAN 2 Drawn FL�, �— 3 2018 4' - 4 3/4" 9' - 2 1/2" 4' - 4 3/4" —--_.. ,._-_---_-___ _ ___._ �___---.--__.-- Approved WES a Ln 0 in First Poor — n Section A-A 1/11 = 1 -0114 = 1 -0 TOWN OFSOI7THOLD A-500 CoCo T 0 Scale 1/4" 1'-Or' a N � T ® 18' of Ri�e — 12s;tl `•�f:!1* 1 i ;f. Pi f ?fJ'sf-' r ' ilhY IIIIIIIIIIII yh�" - ,N"k IIIIII Will 111111 fill] IIIIII III A f;A-1 I IIIIIII fill IIIIIIIIIIIIIIIIII I 111 11 1 if 11 Ill I I I I Of I I mil III q �'T x ..y/•. ..{1Y� ♦�y+�11,�y■ yry1�yM � *♦�«µ s( _.9.:.. ;. I I III 1 11 fill 11 11 IT 11 11 IT 11 11 �lGl7�wIh414a\"It Kw711 T�:.R• I..IFI>A , i '.,«Y :,ddW ;.... . Top of Plate NJ Consultant ' I Address i Address �9 Phone \ Fax � First Floor �, ' Grade _ ° a d " 011We5t Elevation South Elevation 1 1/4/l11 = V-Oil 1/411 = 11-0 1 l 1 'outdoor•- ° Shower ° a,- e Q- j1^7 ililil 1111 11 IIHTII Ill d w1 A-500e.•° :,, a o FROOM M W BATS ° A STORAGE RSO d a ° dsci sr 12 If 11 1111 11 11 11 11 11 11 11 11 11 11 1 1 11 11 IT 11 11 1 =° e d 12 D e 11 11 11 11 IT 11 Ell o- - ae ° SE,A$b�IXL'POOL FIOU!'E 319 S;; ' ° _ _ _ a •° a - d, l 5 ` , e '� e• ,-�-° ; - °, � 5 , A-500 . . �' • _ •. - •- _ •° ,aaa ,`..a '°° - ,�° -.- A-500 ° d ° d 6" SHIPLAP -d CEDAR SIDING 1'XIII i I O ° e e' •':° ° n' .° - d-; - a 4 ed ,e Q ° � ° ° d Description Date zc ° e 4 _ -001 REVISED TO ADD PINI5HED DRYWALL AND 9/2/18 3 North ElevatlOt'1 East Elevation NSULATION IN POOL HOUSE AND 1/ 11 = 11_pll BATHROOM -002 ADDED OUTDOOR SHOWER 9/12/18 N - -4' - 4 3/4" 9' - 2 1/211 1+' - 4 3/4" First Floor 2"X10" SINGLE RIDGE TYP_I�A1-�9QF t CEILING CO�I�TRU�71Q�1 • 1'x8" ROUGH SAWN WHITE PINE SHEATHING • ARCHITECTURAL "TIMBERLINE" ASPHALT ROOFING SHINGLES; MIN. GRADE 240 , 30 YR. WARRANTY. FINISH TO MATCH MAIN HOUSE ON SITE. TYPICAL ROOF t CEILING CONSTRUCTION ICE AND WATER SHIELD PROM FASCIA UP TO 24" FROM • I'x8" ROUGH SAWN WHITE PINE SHEATHING INSIDE FACE OF STUD WALL AND AT VALLEYS. • ARCHITECTURAL "TIMBERLINE" ASPHALT ROOFING • #5 BUILDING FELT SHINGLES; MIN. GRADE', 240rt, 30 YR. WARRANTY, RIDGE VENT (AS REQ'D) 12 FINISH TO MATCH MAIM HOUSE ON SITE. DRIP EDGE (AS REG'[).) 0. ICE AND WATER SHIELD PROM PA5CIA UP TO 24" 0 12 � PROM VALLEYS INSIDE FACE OP 5TUD WALL AND AT 12 g�10 8° 015 BUILDING FELT RIDGE VENT (AS REQ'D) 12 DRIP EDGE (AS +ro 6• R25 FIBERGLASS BATTEN INSULATION O� 1/2" DRYWALL BATHROO 1/2" P ywood 2"x8" COLLAR TIES 32' O.C. 2'x4' Studs 0 16" O.G. 1/2" Moisture Resistant Drywall Storage Above SEASONAL POOL HOUSE , UNHEATED SPACE `ice I TYPICAL EXTERIOR WALL CONSTRUCTION • UPON "'T I VEK" HOUSE WRAP (OR EQUAL) i UPON I"x8" ROUGH SAWN WHITE PINE SHEATHING NEW BATHROOM STORAGE ROOM i 2"x4' STUDS 016" O.G. w/DBL. TOP PLATE 38 5r 39 5F i R13 FIBERGLASS BATTEN INSULATION Anthony Fernandes i O 1/2" DRYWALL TYPICAL BATHROOM EXTERIOR WALL 2'x4" Stude UPON "TYVEK" HOUSE WRAP OR EQUAL 1/2" Moisture N I"x8" ROUGH SAWN WHITE PINE SHEATH!NG Re515tant Drywall ' 2"x4" STUDS 016" O.C. w/DBL. TOP PLATE 112070 STARS ROAD - POOL HOUSE • R13 FIBERGLASS BATTEN INSULATION 1/2' MOISTURE RESISTANT DRYWALL Amended first ;:Ir. Ievat i ons I��ta ils Project number 1(o�p_p11�2p1g NEW VAPOR BARRIER 4" GRAVEL BASE w/ ro Date 01-22-2018 1"_SII THROUGHOUT MIL POLY VAPOR IN. UNDERSIDE OF SLAB RETARDER ABOVE Drawn by FLL Approved by WES � Q ; j r 5 Section A-A -I Section B-B FD) LL` >L L.3 00 'r 1/-fll - 11_pll 1/411 - 11_pll \« A T SEP 1 4 2018 °° R1 ,I lei I oil 0 Scale 1/411 = 11-p1, M it ISP PIPRO ED AS NOTED DATE:- B.P.# I- 5 � TRUSS P FEE: � ��� l.AC FDlNG REQUIRE® NOTIFY BUILDING CEPARTM AT 765-180? 8 AM TO 4 PM FOR THE FOLL0',' !NG INSPECT2NS: 1. FOL' TION - TWO iiEQUIRED ELECT CAL 7-1 FOP CURED CCR.CRETE IP:SPECTI4N EQUIRE® 2. Ro 'aH - FRAMING & PLUMBING 3. INSULATION 4. FINAL CONljTRJCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. W tY U W COMPLY WITH ALL CODES OF F= v J NEW E YORK STATE & TOWN CODES v � j AS REQUIRED AND CONDITIONS OF Q .0 ST (3 , tff0W"9fjTEES OCCUPANO OR LISE IS UiNlAWP.,IL WITHOUT C RTIFIC. ; a OF OCA Ib111anl� ': 0!? 1 or Al`�AGE c.-C?!Dl`fC ARE REQUIRED Contact TOS Engineering at 765.15GO before Backfill, OR Provide Engineer's Certification that the drainage h-,s been Installed to Code. L= 40 �. Y z W cC C 0 U tiW Q D: ` ��RED ARC p 0 t•^ OF t4 E�1 ARCHITECTURE ANTHONY PORTILLO , R .A. , LAP PROJECT: f.. ._sd'. a. - a 17 ro ^-.wNaw�•h'SPv'� w a-mv.-.amax « `._ _ .. . 7777 7 FERNANDES : : Jk 1.254 EVENING BAY LANIE 254 36TH STREET, SUITE 256 RESIDENCE LEAGUE CITY T.X. 77573 BROOKLYN N .Y. 1.1.232 1670 STARS ROAD EAST MARION, NY 11939 x. - LLC 0 : 516-214-0160 0 : 7A.6-572- 7 4 :1 DRAWING TITLE: TITLE PAGE PAGE: ' T-100 DATE: 05/23/17 10176 PLACE FOR J06 STICKER HERE NOTES CARPENTRY �,/ ■ NO I �S � Si��G I�I GST I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 8'15) UNLESS PLUMBING ASPHALT ROOFING SHINGLES T ■ IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING T06ETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, SYSTEMS TO CONFORM TO 2012 INTERNATIONAL PLUMBING CODE. SHINGLES OR APPROVED EQUAL. 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR To WOPJG 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE �� 100.00 TITLE PAGE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. LINE. it 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4• AT FLUSH FRAMING USE 16 6ACE METAL JOISTS HANGERS BY "TECO" OR FOOT. CONSTRUCTION. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'SA- 100.00 GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISHWASHER...........................................I Y2" (ON SEPARATE TRAP) 5PECIIFICATION5. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. - KITCHEN SINK.........................................V2' 5. NAIlLIN6 OF ROOFING SHALL BE TO CODE. FASTENING SCHEDULE - LAVATORY..............................................1Y4 AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, SHOWER.....................................................2 (FOR 5.7 - 12.3 GPM) DWV/ WATER SUPPLY RISER U.O.N. - BATHTUB....................................................1)�" 6. CORROSION RESISTANT II &ACE ROOFING NAILS AND I6 CAGE STAPLES ARE 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY PERMITTED OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" SEARING - TOILET.......................................................(CONSULT FIXTURE STANDARDS) f� - LAUNDRY ................................................V2" 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR AHOEDOWN-200.00 , ANCHOR BOLT, 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. - FLOOR DRAIN........................................2" 2:12 PITCHES TO 4:12 PITCHES SHALL BE CLARIFIED WITH THE ARCHITECT/EN6INEER BEFORE PROCEEDING STRAPPING & WITH THE WORK. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE THROUGH ROOF. NAILING DETAILS P.T. SITE NORK 6. NO DEVIATIONS OR CHANCES TO THE 5TRUGTURAL SYSTEM SHALL BE MADE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR UNLESS APPROVED BY THE ARGHITECT/ENCINEER. 7. PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN 8 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW 600.00 SITE PLAN 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND PROTECTION. 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WITH BACK FLOW PROTECTION. 5TOCIGPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. of. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUE, FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STOCKPILE ALL EXCAVATED MATERIALS. NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. A-400.00 FOUNDATION PLAN W 10. OWNER/BUILDER ARE RESPON51BLE FOR ALL INSPECTIONS, APPROVALS, 4. NEW!AND EXISTING BACK FILL MATERIAL ARE TO 8E FREE OF WEEDS, TREE 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TYVEK HOUSE WRAP OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BUILDING SECTION APPROVED EQUAL. � TO CONGEALMENT OF PLUMBING. ll. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. V 13. BLOCK EXTERIOR STUD WALL.5 AT HALF STORY HE16HT5 AND AT AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN Ii. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. W PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I_ 14NOR ANY POTENTIAL DAMAGE THEREOF. CODES AND REFERENCE STANDARD: - ®®.®® FLOOR PLAN RU J 12. THE ARCHITECT 15 NOT RETAINED FOSUPERVISION OF THE WORK AND IS . PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RESPON515LE FOR DE516N INTENT ONLY. EXCEED 5'-0" AND AT EVERY 5'-0". ELECTRICAL: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE INTERNATIONAL ROOF FRAMING PLAN BUILDIINC CODE, 2015 INTERNATIONAL RESIDENTIAL CODE,, AND 2015 PROPERTY 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNER5, 5EE ALSO PAGE MAINTIENANCE CODE. Q 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OtF OCCUPANCY. A-2 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ELEVATIONS TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY 2 REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL Ib. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS CONSERVATION CODE. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. CONSTRUCTION MANUAL BY AF 8 PA. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON BROOM GLEAN. COMPLETION OF WORK. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 A-1 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING . 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COIMPENSATION AND GENERAL THROUGH A-3 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: CODE.. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL AND ORDINANCES. SMOKE DETECTORS w/ BATTERY BACK-UP IN: GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUE, MECHANICAL GORE AND 2015 INTERNATIONAL FUEL GAS GORE. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS FLOOR SHALL NEVER EXCEED A Ib" SPAN.WORK AND THE WORK OF A. EACH SLEEPING ROOM 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, \` THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEABT ONE YEAR AFTER Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPINGNFPA'7O AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. COMPLETION OF PROJECT. AS PER PACE A-1 THROUGH A-3. B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN THE BEDROOMS (GENERALLY THE HALLWAY) ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER G. EVERY LEVEL OF DWELLING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF (BA5MENT, FIRST FLOOR, 8 SECOND FLOOR, ETC) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAOE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR 50AKINO UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, D15EA5E OR DEATH OR TO ABSOR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER STRUCTURAL DESION LOADS ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANCER5, NAILS, SCREWS, FLA5HIN0, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. USE LIVE LOAD DEAD LOAD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN IAE MICROLAM EXTERIOR BALCONIES 60 psf 15 psf PARTY INDEMNIFIED HEREUNDER. B. CEOROIA PACIFIC 2.OE G-P LAM 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES DECKS 40 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGINC A. TRU55 JOIST McMILLIAN 2.OE PARALLAM E INSTALLED AS PER MANU. 5PEC.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BPA55AN6ER VEHICLE GARAGES 50 psf AS PER PLAN TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINC5, SPECIFICATIONS, 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 sf 15 sf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN p p AUTHORIZATION OF THE ARCHITEGT/ENGINEER. NOTES, AND TABLES ON PA5E5 A-1, A-2, 8 A-3. THE FASTENING SCHEDULE SPECIFIES THE REO D NAILING FOR THE 5HEATHIN6 (ANY NAILING ATTICS WITH 5TORA5E (ROOF ABOVE 3 PITCH) 20 psf 15 psf Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'S). ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK SLEEPING ROOMS 30 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL H/ END GRAIN, STAIRS 40 psf 15 psf 21. ALL MATERIALS ARE TO BE INSTALLED AS PER iMANUFAGTURER'S TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. p SPECIFICATIONS,UNLESS NOTED OTHERWISE. WALL H/ STEEL SHIMS 8 A MIN. 3/4" vF NON-SHRINK GROUT SECURE w/ (2) 1/2" 0 ANCHOR BOLTS ( LONG EXPANSION BOLTS ® GUARDRAILS AND HANDRAILS 200 psf 15 psf 22. PROVIDE FIREBLOCKING AS PER TEXAS ACCE551BILITY STANDARDS. EXIST. WALL5 8 12" LONG HOOKED 5OLr5 ® NEW FOUND. WALLS). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REGUIRED REINFORCING (® MIN. I6" 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). ROOF LOADIINC (LIVE = GROUND SNOW LOAD) 20 psf I2 psf FOR ATTIC, UNAUTHORIZED USE UNDER FEDERAL LAW BY THE Af�CHITEOTURAL WORKS (BUTIiII WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE p 15 psf FOR OATH. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE H/ N STANDARD 5HEARWALL HARDWARE (H/NOTED VALUES) 8 ANCHOR BOLTS, w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG H/6" RI5E 8 H/ (2) 5%4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE55 0 FOUNDATION, CONCRETE, AND MASONRY SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PA5E5 A-1 THROUGH A-3. U I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF w GLAS5 WINDOWS AND DOORS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. F- I. ALL CLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. Q D 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED OTHERWISE NOTED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, ^ r� UNLE55 OTHERWISE NOTED. �1 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 4" FRESH AIR VENT 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH JI �` ";.°.: '.t 'if'° ` -•,. b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURERSPECIFICATIONS. 1L THROUGH ROOF 'S D M -- UNTIL 151 TIER OF FRAMING IS IN PLACE. 1 t •� ' -.,. r ,_-t�9 �` S. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ENERGY CONSERVATION CODE. I 1 I 1/'7 Q/ �f`• d � ' 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED b. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR SOLID WITH CONCRETE. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 4 `� 1 1 q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 50REENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 1 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 1 LEGEND DAYS OF 4,000 P.5.1., U.O.N. 5. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS BATH SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. HOT WATER F L BATH ____-1-_ I NOTE: OTE: �------ SUPPLY 11. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH _r 1 1 ALL PLUMBING WORK ALL PLUMBING WORK 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OF THE _ T- 2 SHALL CONFORM TO SHALL CONFORM TO ANOGONTHER TRAGTOINDOW R TO VERIFY THAT THE!T 15 THE CHARACTERISTICS 0BOFTTHE WINDOW MATCH r- 1 I j I LOCAL PLUMBING CODE LOCAL PLUMBING CODE �- - - SLYER PROJECT: 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 1 2111 „1 1 1 ,, 12 0 I FERNANDES CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, I 1 1 2 1 3 1 O GLEAN OUT 13. BRICK VENEER TO BE ANCHORED WITH GORROSIION RESISTANT TIES - ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS I 1 1 I 1 IL I N I PROVIDE "ABESGO FP200 FR (1) WALL TIE PER (3) 50. FT. REQUIREMENTS. OUT SHOWER 12 �- A5 REQ D OUT SHOWER I j 1 EXPANDING FOAM" (OR EQUAL) RESIDENCE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WIEEP HOLES, I I NEW F.A.I. AT ALL PENETRATIONS IN FIRE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 1 I 1 IL *I *j RATED WALLS AND MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION T'O THE EXTERIOR. I k k FLOOR5/CEILIN65. PRODUCT TEMPERED 6LA55. I 2 ISH WL I I (ry �� SH R. CONFORMS TO ASTM E 814, 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1 -1 I - - ASTM E 84, AND UL 147q FROM FOOTING TO 2" ABOVE FINISH GRADE. 2" 2 3.. ------- 6--- - -- ---�_ --- -----� 16. NO CONCRETE OR MASONRY WORK 15 TO BE PEFFORMED IN TEMPERATURES G.O. _.._..-.._.._. -.. Iy-.. _.._ ._. _.. OF 40"F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENCINEER. NO GYPSUM WALL BOARD 7 STARS ROAD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT r,.0. NEW WAFER ' EAST MARION NY 11939 COMPOUND METHOD. 4' SUPPLY SYSTEM I , 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ ENGINEER. 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLESS 4" MAIN V OTHERWISE NOTED. WATER RESISTANT(WAT BATHROOMS AND WHERE DRAIN j DRAWING TITLE: (HR)) 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND DEEMED APPLICABLE. v 4„ d I WHERE EVER APPLICABLE. - R-5 INSULATION ON Q TRAP N 3. 5/8 Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ENERGY CODE MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING j PLUMBING RISER DIAGRAMS PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 19 i0. . U I CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRIE REINFORCING. CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. v I 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE I AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 6" TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS DEEP 8 V-O" BELOW GRADE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. NEW COPPER WATER SUPPLY TO HOUSE BACKFLOW PREVENTION: 4." TO S.C.D.H.5. MAIN TO MATCH SIZE OF i [HATERAMAIN PAGE: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PROVIDE BACKWATER APPROVED EXIST., (UNLESS OTHERWISE ALL OPENIN65. VALVES IN COMPLIANCE!WITH SEPTIC SYSTEM REQUIRED FOR SPRINKLERS, - -P0,715 8 ESC, (5501.1 WHEN APPLICABLE) �® 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. AMENDMENTS TO A50E 24-05 0 5ECTION5 7.3.3 8 7.3.4. DATE: 05/23/17 2 OF 6 FL.UME31 NO R 1 SER - I7RA I N / NASTE / VENT FL.UMB I NO RISER - SUFFL.`I' SCALE: NTS 50ALE: NT5 PLACE FOR JOB STICKER DERE FASTEN I NC SCHEDULE A GO STRUTION DETAILS ¢ NINE—) LOAD FATH TYFIC. ALNAILIV�/STRA��I 0 REOUIREMENTS FOR NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR 5TRAPPING AND NAILING REQUIREMENTS, OONNEOT I ON DETAILS UFL I FT, SHEAR/ I$ LATERAL Jul I ND RES STANCE AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWI5E NOT TO SCALE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, SHEAR, # LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPAG I NG CONNECTION CI=� 02 ROOF N$ GE I L I NIS FRAMI NO RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JO I "�� • CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUE5T SK IF NEEDED PER JOIST BLOCK I NO JOIST HANOE GEILIN& JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP O OI RDER/HEADS G GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) 01-I6d COMMON EACH LAP biL)) . 1 n COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE WOOD GIRDER WOOD JOIST BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END • RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER "ALL STRAPPING TO BE l,4"x 20 GAUGE** -- "51MP5ON" EQUIVALENT — 0520 (COILED STRAP) WALL FRAMING w� *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U { TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE H 0 STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. U - .J HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G. ALONG EDGES Q WALL STUD CONNECTION �17�$ D2 4 I WALL STUD TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD BOTTOM PLAT BOTTOM PLAT BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, BATHTUB 5UB FLOOR ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT DOUBLE JOIST DOUBLE JOIST AT STUD TO FLOOR ASSEMBLY TO SILL PLATES) CONNECTION: FLOOR FRAMING FOR STRAP - 3 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or C71RDER (TOE-NAIL) 4-8d COMMON PER JOIST END OF STRAP (WRAP STRAP UNDER SILL PL.) � SRI061NG TO JOIST (TOE-NAIL) 2-8d COMMON EACH END D I n FOR EA. PLATE TO STUD ABOVE � OR BELOW - d COMMON NAILS BLOCKINO TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR I NC WALLS BLOCKING TO SILL or " ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK a FLOOR CONNECTION w/ # LPT4 51MP50N (OR EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER J015T BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST KING STUDS RAFTER BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT GRI PPLE STUD ROOF SHEATHING HEADER NAIL I N L//✓TRA f=F I N O @ WINDOW/DOOR HEADER STRUCTURAL PANELS: (SEE AL50 GRAPHIC, 8d COMMON (O" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) 8d COMMON 6" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® GABLE NOTATION: JACK STUDS A- NUMBER OF Sd NAILS ® EA. END OF STRAPPING (3.7, P. 15-1-2001) GE I L I NG SHEATHING WA�.L STUD B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.23B,P. Iq3 -2001) G- NUMBER OF FULL HEIGHT KIN& STUDS ® EA. SIDE OF HEADER (3.230, P. Iq3 - ALTERNATE,8.23D,P&. I414 -2001) GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROU&H ADJACENT KIN& STUD TO END OF HEADER® EA. SIDE (3.7, P. 15"7 d WORKSHEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, FAA-2001) WALL SHEATHING D F- NUMBER OF Ibd NAILS,END-NAILED THROU&H ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF SILL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) - G (315, P. 157 d WORKSHEET-2001) STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD v7 B E FASTENING SCHEDULE B 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD z Jul I ND RESISTANT CONSTRUCTION CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINC75 CONNECTION LOCATION: PART NUMBER: NOTES: F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (5UBFLOOR) CONSTRUCTION MANUAL 2001 EDITIONI U STRUCTURAL PANELS: RIDOE-TO-RAFTERS 0520 @ 21 APPLY TO EACH PAIR OF RAFTERS A NOTATION LuI" or LESS 8d COMMON b" EDGE / 12" FIELD RAFTER-TO-WALL H7 APPLY TO EACH RAFTERROUGH GREATER THAN I" IOd COMMON b" EDGE /6" FIELD p OPNS RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER 2'-O" 2 1 1 I 1 1 PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 4'-0" 4 1 2 2 2 2 ANCHOR BOLT SFEC I F I CATI ONS NN 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MINI) 6'-O" 5 I 3 3 3 3 — 0520 @ 12" REQUIRES (3) 2"x12" HDR (MIN.) 8'-0" 7 2 3 4 4 4 r��E +qR � HEADER-TO JIAGK STUD APPLY TO EACH JACK STUD TF CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD 6^-I2" �w��o 3� o'�►�� ''' CORNER SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 51DEWALL END CONDITION 3q^ IST. FLOOR-UNDER-SILL PLATE 03740 520 WRAP UNDER DOUBLE SILL PLATE • • (USE WITH B" SQUARE WASHERS) ' X �O n of USE THE FOLLOWINO OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SFL I G NC OF TOF (LATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: END TOP PLATE CONDITIONSPLICE N FER NAN D ES LENGTH TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS RESIDENCE FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 540 - GONT I NUOUS BUILT-Ui= C I RDERS, THREE OR MORE SUFFORTS ALL OTHER GA5E5 ONE STORY SLAB ON GRADE PLAN DIAGRAM OF ZONES CONNECTION PATTERN SCHEDULE BUILDING MINIMUM 5PLICE" BUILDING MINIMUM SPLICE`,4 BETWEEN I/b DIMEN51ON (FTJ LENGTH (FTJ DIMENSION (FT.) LENGTH (FT.) 1670 STARS ROAD PATTERN CONNECTION DESCRIPTION d I/4 OF A ASSEMBLY REQUIREMENTS: EAST MARION, NY 11939 P MAX.32" WHEN 5IRDER5 MADE UP OF J015T5 NAILED TOGETHER 12 :2l-O"/2'-(b" '-0" 12'-0" 3'-0" P A (2)ROWS IOd NAILS• 12"O.C. SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE 41-0" SPECIFICATION (WFGM TABLES 5.2A B 3.25, P. 112) DRAWING TITLE: B (3)ROWS lOd NAILS• 12"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, FOR ALL 5TRUGTURE5: (2)ROWS I/2" 0 BOLTS• 12"O.G.STA&SERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-0"/5'-0" 20'-O" 5'-O" HOLDOWN, ANCHOR BOLT, BUILT UP GIMAX.32" G DBL.• ENDS TWO-PIECE TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5/b ANCHOR BOLTS ® 33a„ O.G.RDER P D (2)ROWS I/2” O BOLTS• I6' O.C. 24-O„ 4'-0"/5'-0” 24-OI, b.-ON I, STRAPPING' & NAILING DETAILS NAILING: E (2)ROW5 I/2" m BOLTS is 24"O.G. TWO-PIECE 51RDER5 ARE TO BE NAILED FROM ONE SIDE BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, 28-O' S-O"/b-3' 28-O„ -71-01, F (2)ROWS 3-3/6”TRU55LOGK SCREWS• 12'"O.C. a 1/4 OF A OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES NOTES: SCREWED ON(1)SIDE OF MEMBER 1_ 1 &1-0111/714�� BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32 O 5:2'-0" 8-O S (2)ROWS 3-3/b"TRUSSLOGK SCREWS 016"0.0. P TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR I. MIN. "I EMBEDMENT INTO CONCRETE SCREWED ON(1)SIDE OF MEMBER w/ 3 5QUARE WASHER5 AND END NUT SETUP; PAGE: EACH END OF EACH JOIST, OTHERS 5TA55ERED w/ A I.TABULATED SPLICE LEN&TH5 A55UME TOP PLATE-TO-TOP PLATE 36'-O" -I'-O"/8'-q" 36'-O" q'-O" ' H (2)ROWS 3-3/b"TRUSSLOGK SCREWS• 24"O.G. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I5 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL SCREWED ON(U SIDE OF MEMBER DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. LEN&TH5,THE NAIL 5PACIN&SHALL BE REDUCED IN ORDER TO TOP TWO COURSES SOLID THREE-PIECE , " , , ' " , „(2)ROWS 5"TRUS5LOCK SCREWS• 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O 8-0'/10-O 40-O A-200� SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.32' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENSTHS ASSUME A ENIILDIN6 LOCATED „ K SCREWED ON BOTH SIDE OF MEMBER "O.a INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ IN EXPOSURE B 50-O 101-011/121-160" 501-01113-O OR REPLACED BY HOLD DOWNS FOR SHEARWALLS L (2)ROW5 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENSTHS ARE BASED ON 5 FOOT WALL „ „ , „ „ „ SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A HORIZONTAL LINE. HEI&HT5 FOR OTHER WALL HEI&HTS,H,THE TABULATED UNIT 60-O 121-011/151-01, 60-O I6-O 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 S 12 LATERAL LOADS SHALL BE MULTIPLIED BY Wb; FROM ENDS AND CORNERS (TWO ® CORNERS) FOR ALTERNATIVE WALL HEI&HTS MULTIPLY THE ABOVE „ , „ DATE: 05/23/17 301176 NOTE: P FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O 141-01170-O Ill-Oil (SEE DIAGRAM TO LEFT) I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTMN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER GIRDER. q'WALL- 1.125 80'-0" 16'-O" 80'-O" 22'-0" 4. COORDINATE w/ HOLDOWN LOCATIONS d CONNECTION PATTERN 'B'WHEN 10"OR LARGER p 10'WALL- 125 2.WHEN 5GREWINS OR NAILINS FROM BOTH SIDES OF MENDER- FOUR-PIECE ANCHORING: 11'WALL- 1.375 OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER PLACE �EIFA JOB GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR Ia-o^WALL �"`t„ t✓ i.�i'"i i.d NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL STICKER DERE PESCRIPTIONLOT AREA WVERA&E HOUSE 1215 SOFT. 6.0% cr- &ARASE 564 SOFT. l.q% POOL HOUSE 452 SOFT. 2.1% 0 + LLJ POOL 596 SOFT. 2.4% F- 0 TOTAL COVERAGE IM2 SOFT. 12.4% 5-7c10 42'4011N I�f4.�1�J' N EL= FF-L O 11 J /moi /xl 13 IL LL D- tL o PROF. I 5TR'I' < FRAME POOL HOUSE 452 5q.Ft. Q z z Lu 0 50.0' 0 0 � � 0 24.0' SD At? p p 0cl, PROPOSED PERVIOUS DRIVEWAY O PROF. GARAGE 15 A— NOT PART OF PILING 0374 PROJECT: F-L 2 C.-V EL=22.�j A FERNANDES N-71�042'40"E 1c[4.02' u RESIDENCE 1670 STARS ROAD EAST MARION, NY 11939 51 TE FLAN DRAWING TITLE: 50ALE: 1 10' SITE PLAN PAGE: A-300 I DATE: 05/23/17 40F6 PLACE FOR JOB STICKER HERE GENERAL EXISTING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP p EXISTING TO REMAIN Q CARBON MONOXIDE p d 4 NEW WOOD FRAME (L.G. GO DETECTOR 5TL. WHEN APPLICABLE) 4 NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON Q WOOD FRAME (L.G. 5TL. 5M/GO MONOXIDE DETECTOR COMBO N1 BATTERY BACK-UP 24'-0" ` WHENAPPLIGABLE) r - - - - - - - - - - - - - - - - - - - - - - - - 50 G.F.M. EXHAU5T NEW FOUNDATION WALL ® FAN w/ DAMPER I _ I OU ooR — — — — — — — — — — — — — — — SOWER MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST I � I 0 p� '' b O ® 4" 5T 5 MFL FAN 4 LIGHT GOMBP I I I - (SEASONAL) P05T FOR LL w/ DAMPER w (MIN. (2) 2"x6" 5TRUGTURAL I I I px Q b P05T FOR 6" WALL5), U.O.N. I I I m N, m NEW O "? I BATHROOM 2 3 Lu Q - w � p (2) 2"X4" POST— (2)(2) 2"Xb" POST p' Q V V RIDGE RIDGE W X Z.4" POURED GONG. SLAB ON X p p e� w p 5EA50NAL POOL HOUSE O 0 vGLEAN COMPACT FILL v I - x I `+32 sa.Fr. m O O O O O Q m I UNHEATED SPACE X I I � o � x ®I o U FOUNDATION FLAN NOTES z ® z ® I o WI _ _ _ _ _ ._.: V J 13 K i = � m a I TYP I CAL P. GONG. GRADE BEAM l$ WALL OVERHEAD n O GONSTRUGTION: �" 3Qx6a GARAGE DOOR 3 2 • (2) 2x6 P.T. SILL PLATES w/ COPPER TERMITE SHIELD SILL SEAL -r • ANCHOR BOLTS AS PER PAGE A-200 '-o° t J"' - - - - - - - - - - - - - - - - - - - - - - -� I m 4 I / ` (3) 2"x8" L17R • P. GONG. FOUND. WALL AS PER DETAIL UPON I c - - / • P. GONG. GRADE BEAM AS PER DETAIL UPON — — — — — — — ASPHALTIC MASTIC cAMP PROOFING TO EXTERIOR — — (2) H3432 R.O. `^ • B.O. GRADE BEAM 5'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN o � APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / STOOPS (WHEN APPL I GABLE) D Q • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) L• �4 FOUNDATION PLAN 1LOOR FLAN FLOOR FLAN NOTES SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ODOOR NOTE: 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY '.JELD-WEN' (OR EQUAL). p 2. INSTALL NEW EXTERIOR DOORS WHEN GALLED — $ OUT ON PLANS BY 'TH;ERMATRU' (OR EQUAL). Q NEW 3"x2" ALUM. GUTTER 4"a3" ALUM. . DOOR 7i'FE TO S HIGH POINT GUT 1ER(TYP.) I'-O" TYP. 4. INSTALL AS PER MANU SPEC.'5 I f m O WINDOW NOTE: I PROVIDE STRAPPING $ NAILING A.5 2 PER CONNECTION 'D' IN "TYPICAL F_ 1. IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NAILING/STRAPPING REQUIEMIEN75N TILT WASH I FOR UPLIFT, 5HEAR, 8 LATERAL I N I I N I w 2. ALL NEW WINDOWS 4 )DOORS SHALL BE WIND E515TANGE" ON PAGE A-200 I I 2 ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, NEW F.J. AS PER ® EA. STUD PLAN I IL�' -' I O —I Ri OR GLIDING (AS NOTED); INSTALL AS PER MANU. (2) 2"xb" P.T. SILL PLATES I LLU T SPEC.'s. FOR SUBSTITUTIONS, SEE NOTE #q IN UPON 511-L SEAL UPON a II a COPPER TERMITE SHIELD GLASS WINDOWS ANS DOORS ON PAGE A-001 II 5/5" 0 HOOKED ANCHOR BOLTS � � I I� I I I x� I o °II O.G. w/ 3" SQUARE WASHER 8 (2) 2"xb" P05T TO I I I K ® ' I -4 (4 2"x4" PO4T TO I ® I (2) 2"xb" P05T TO WINDOW / DOOR FRAMING: 1111 ENDNUT; ALSO SEE ANCHOR BOLT RIDGE w p IDLE w RIDGE � O SEE PAGE A-2 FOR FRAMING I1 Q `? .11 SECTION ON PAGE A-200 I I I Z I I 0 I I z ELEMENTS AROUND DOORS AND (I) #5 REBAR ° I w ® 60" O.G. II ° (2) # 5 REBAR _ I _ I _ i I I Off+(2) 2"X12" RIDGE ° CONTINUOUS p cv WINDOWS (TYP. FOR ALL) U.O.N. lu II 5" THK. (MIN) P. GONG. I I I I= w ELECTRICAL PANEL: GRADE BM. (4000 PSI) 4 NEW ELECTRICAL SUB-PANEL LOCATION; I I I I O IU ALL INSTALLATION AS PER LOCAL I I I ELECTRICAL GODS; NEW 60 AMP SERVICE iii d° I I o I I z I I o - -ISO — - - - - 1 - - -L - - L po - - -I- - - I X405 n ' NEW EXHAUST FAN AS PER LOCAL 11 d I 0 `° I OF O5 MECH. CODE; INSTALL AB PER MANU. JI°. SPECS II PITCH GRADE I z z 11 (1) #5 BENT �- - - - - PROVIDE MOLD s MILDEW I I ff ° III EBAR 6 PROJECT' RESISTANT BOARD IN BATHROOM. 411 m li Ib" O.G. _ m FERNANDES I PROVIDE " GONG. BOARD 1N 11 11 41 11 ° NOTE: EFER TO PACE A 200 BATHROOM SHOWER 2" UN-REINFORCED °II 11 (2) #5 REBAR FOR NAILING AND RESIDENCESLAB 9I1f II° ONTINUOUSTRAPPING OF ALL p II COMPONENTS O 4" GRAVEL BAS Ile II m Q 11 °II 3"MIN I I a ° j1 �` 1670 STARS ROAD °••LI- EAST MARION, NY 11939 e ' N a. a. DRAWING TITLE: FOUNDATION PLAN BUILDING SECTION; DETAILS CLOSED FOUND. DETAIL ROOF FRAM I NO FLAN A-400 SCALE: 3/4" = I'-O" SCALE: 1/4" = 1'-0" PAGE: A-400 DATE: 06/05/17 5 OF 6 PLACE FOR JOB STICKER HERE 5ENDRALa 5)0`1 50La f<E **r : EXI5TING TO BE DEMOLI5HED ROOFING - SEE TE a11 EXISTING TO REMAIN NFINISH SCHEI TOP OF RIDGE DULE ON NEW WOOD FRAME (L.G. ELEV. +18.2' --------- = _ 5TL. WHEN APPLICABLE) -_"'� NEW PARTIAL HEIGHT � _ - WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 12 INN NEW FOUNDATION WALL 12 ® MIN. (2) 2"x4" STRUCTURAL 00 P05T FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. BOTTOM OF FASCIA ELEV. +7.4' i r w v .4 W FLOOR FIN15H € U J ELEV. +0.5' LIJ4 . . . . . . . . . . -----� Q ---- AVG. GRADE a:,,• .;:;:.;_ 'qV ELEV. +O.O' CYPRESS BOARD d OUT SHOWER OUT SHOWER 4 BATTEN SIDIN6 (SEASONAL) �CY`FRE55 BOARD $ (SEASONAL) BATTEN SIDING NEST ELEVATION (FRONT) SCALE: I/4" I'—O" SOUTH ELEVATION (RI O HT SIDE) = SCALE: 1/4" = 1'-0" ROOFING — SEE NOTE m SECTION 4 FIN15H SCHEDULE 12 " 12 — SGT I ON NOTES � INS, OTYPICAL EXTERIOR. WALL GONSTRUGTION: • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" ROUGH SAWN PLYWD. SHEATHING (BLOCKING a ALL PLYWD SEAMS) d� • 2"x6" ROUGH SAWN STUDS @ 16" O.G. w/ DBL. TOP PLATE II � o z w EILINC G ONSTRUGTION:TYPIGAL ROOF - O • R.R., G.J., $ G.T. AS NOTED ON PLANS (@ SPANS � � CYPRESS BOARD # OUT SHOWER -�GYPRE55 BOARD 4 O OVER 8 INSTALL X BRIDOINO © CENTER OF U BATTEN SIDIN6 (SEASONAL) BATTEN SIDING SPAN, U.O.N.) • 1/2" PLYWOOD FINIBH 0 • CONT. RIDGE VENT CONGEALED w/ GAP NORTH ELEVATION (LEFT SI E) SHINOLES OVER FAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'—O" O TYPICAL LEDGER BOARD FOR ROOF RAFTERS: 5 (1) 21lx4" BD. TO MATCH END GUT OF INTERSEGTINO M R.R. L SECURED W 4" ONG H.D. GAL. HEX STRONG TIE SCREWS @ 16" O.G.; TOP OF RIDGE SCREWED INTO STUDS. cl ELEv. +18.2' 2P- ROOFING NOTE: O4 I. Y2" GDX PLYWOOD 5HEATHING (BLOCKING @ ALL 12 63740 12 PLYWOOD SEAMS) SOF NE`N� 2. INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' ASPHALT ROOF I NO SH I NOLES BY 'OAF' OR EQUAL; MIN. GRADE 240#, 50 YR NEW 2" x 10" COLLAR TIES ® 52" O.G. 4 PROJECT: WARRANTYPROVIDE (2) 4" . INSTALL ICE AND WATER SHIELD THRU BOLTS (TYPJ 2 FERNANDES FROM FASCIA UP TO 24 FROM INS 1 DE FACE OF STUD WALL AND AT VALLEYS RESIDENCE 5. INSTALL 15# BUILDING FELT BOTTOM OF FASCIA 4. GAP SHINGLE OVER RIDGE $ HIPS (AS REQ D) —_—_—_ 5. PROVIDE RIDGE VENT (AS REG2'D) ELEV. +7.'7' 6. FLASH ALL VALLEYS 1670 STARS ROAD 7. INSTALL DRIP EDGE AS REG2'D o EAST MARION, NY 11939 5. INSTALL ALL AS PER MANU. SPEC.Is SEASONAL POOL HOUSE UNHEATED SPACE I DRAWING TITLE: FLOOR FIN15_H____ 5 O 51DING NOTE: ELEV. +Os' � 6 FIRST FLOOR PLAN I. INSTALL NEW IX8 80ARD AND BATTEN SIDIN6 —_ �_—_— 2. TYVEK HOUSE WI;: F.J. PER PLAN AP (OR EQUAL) rK AVO. ELEVATIONS LEV. +0.0' 5. INSTALL ALL AS PER MANU. SPEC. s NEW 8" P. GONG GRAWLBPAGE " 4. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION in FOUNDATION WALL PAGE: A-500 NEW 2" POURED 4 &RAVEL BASE;;W/6 NEk4 10"XIS" P. O FIRST FLOOR GONSTRUGTION: REINFORCED BLAB MIL POLT' APGONG.FOOTING 6 I. FINISH FLOORING TO BBY E SELECTED OWNER RETARDER ABOVE 2. 5/4" 740 GDX PLYWD. SUBFLOOR GLUED DATE: 05/23/17 6 OF 6 SCREWED 5. F.J. @ 16" O.G. AS PER PLAN SECTION A-A SCALE: I/4"=1'-0" PLACE FOR JOB STICKER NEIGE