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HomeMy WebLinkAbout42707-Z rr�na �SUFFot,�c Town of Southold 6/3/2019 P.O.Box 1179 o ' a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40428 Date: 6/3/2019 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 3205 Duck Pond Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/26/2018 pursuant to which Building Permit No. 42707 dated 5/22/2018 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: IN-GROUND SWIMMING POOL WITH DECK SURROUND TO AN EXISTING ONE FAMILY AS APPLIED FOR The certificate is issued to Pearsall,Ken&Cori of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42707 07-27-2018 PLUMBERS CERTIFICATION DATED (qjedSignature -'�`', TOWN OF SOUTHOLD �gUFFO�,�coG moo y BUILDING DEPARTMENT y i TOWN CLERK'S OFFICE oy . 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#: 42707 Date: 5/22/2018 Permission is hereby granted to: Pearsall, Ken 3205 Duck Pond Rd Cutchogue, NY 11935 To: construct additions and alterations (deck/swimming pool addition) to an existing single family dwelling as applied for. At premises located at: 3205 Duck Pond Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-15 Pursuant to application dated 4/26/2018 and approved by the Building Inspector. To expire on 11/21/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $629.60 CO -ADDITION TO DWELLING $50.00 SWIMMING POOLS -IN- H FENC URE $250.00 otal: $929.60 Building Inspector \\pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �� roger.richert(D-town.southold.ny.us Southold,NY 11971-0959 �lycounffN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ken Pearsall Address: 3205 Duck Pond Road city,Cutchogue st: New York zip: 11935 Building Permit#: 42707 Section: 83 Block: 1 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Inground Swimming Pool to Include: Bonding, Control Panel, 4- GFCI Circuit Breakers, Low Voltage Pool Lights, Solar Pool Heat- Low Voltage Controls. Notes Inspector Signature: Date: July 27, 2018 0-Cert Electrical Compliance Form.xls ho�apF 50UlyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION ' 4Z19, 7 [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] 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: 4 e-- f< DATE Z. I INSPECTOR so�l TOWN OF SOUTHOLD BUILDING DEPT. `ycouur+��' 765-1802 INSPECTION -- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULA ION [ ] FRAMING /STRAPPING [V FINAL pvot 4e�z fJ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �� i��hm► � n v DATE Y INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(1ST) --------------------------------- 'FOUNDATION -------------------------------'FOUNDATION (2ND) � O . N r® � vo� ROUGH FRAMING& �� r PLUMBING y . INSULATION PER N.Y: y STATE ENERGY CODE = yr 'r FINAL I ADDITION41 COMMENTS .,d G _ reo r O Z1 l \z rn X o � z NA d b ►-3 4 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/� �vSurvey Southoldtownny.gov PERMIT NO. r Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration r- ,20 (� Building Inspec or D �, 1� � ICATION FOR BUILDING PERMIT APR 2 6 2018 Date , 20 -INSTRUCTIONS ' a. This a� .:4i 4GT#S_T-ice completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets'of plans, MOM 0yt8Q4JJMJM Fee according to schedule. -L b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways.' I 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. r (Signature of applicant or name, if a corporation) Sacts '�tickc Polio Por, Cv6 sale 01'1193 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premise's. ; kCt4A R4 P-e9 Ec- 0 6�01%> -D- (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. h, Plumbers License No: Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3Aa�_ T)vck 4'014 kimOf House Number Street Hamlet County Tax Map No. 1000 Section �� Block (3 t Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 2 7. Dimensions of existing structures, if any: Front IV 0 Rear Ll O Depth 3o Height �1 Number of Stories o Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear -;Depths•>.5.- , Height Number of Stories 9. Size of lot: Front C1 Rear 'Wo Depth ' 10. Date of Purchase I !Z23 108- Name of Former Owner 'P bro' +or-+04 - a 11. Zone or use district in which premises are situated 12 12" 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names-of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Notary Public,State of Now York we.01SU6185050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14, Q 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 o before me th' �I r day of �1 �v1 V 20 1 ` Notary Public i Signature of Applicant Scott A. Russell ,�a°Su p STO]KI��I WA\T]EIK SUPERVISOR MANAGIENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) MAYel 0 21� DOES THIS PROJECT INVOLVE AIV ' OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. t ❑ B. Excavation or filling involving more than 200 cubic yards of material .within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. f E]c 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 ner,Design Pro es on I,Agent,Contractor,Other) S.C.T.M. #: 1000 Date ` Distract NAME- )61 IS Section B 4ok Lot Contact Informauore FOR BUILDING DEPARTINIENT t;SE ONLY L/ � 1 � ���J Rdephone Numhcr3 Y Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. S -water Management Control Plan Not Required. lo `tCN1��l�Q Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,De gn Professional,A ent,Contract her) —�— d,05� /r ly Stormwater Management Control Plan CHECK LIST NAME t'-] Section Block Lot a S M C P -Plan Requirements: Provide ONE copy.of the Building Permit Application. Plc.e Pnm %1 ?r_ Ll ft Date: �k 116 The applicant must provide a Complete Explanation and/or Reason for not providing X131 � 6 ( TclephoneNumbcr o1 �` all Information that has been Required by the following Checklibtl 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 Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) I &SEDIMENT g. Location of all existing & proposed structures, roads, but not be limitedo: driveways, sidewalks, drainage improvements &utilities. A well 0d Construction n ra h. Spot Grades & Finish Floor Elevations for all existing& Fencing, stabilization proposed structures. dor inactive soils. 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). O0 I. Location of proposed concrete washout area(s), �0 M. Location of all-proposed erosion&sediment control measures. DRAINAGE INSPECTfO1VS 2. Stormwater Management Control Plan must include Calculations showing Contact TOS Engineering that the stormwater improvements are sized to capture,store,and infiltrate Backfill, OR Provi on-site the run-off from all impervious surfaces generated by a two(21 inch that the drat nage h;ae rainfall/storm event. 3. Details&Sectional Drawingb for btormwater practices are required for approval. Items requiring details shall include but not be limited to: a, Erosion & Sediment Controls. IT 0O A b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. LeachingStructures (e. . infiltration basins,swales,etc.) ULU 1"OR ENGINIEL',RING DEPARTMENT USE ONLY Additional Information is Required. `'� Reviewed & Stormwater Management Control Plan is Not Complete. I' Approved By: — - - - - — — — — — — — — — — — — — — — — — — — — l ® Stormwater Management Control Plan is Complete. Date: V_ M_z/ /p i SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 �VsFFatBUILDING DEPARTMENT- Electrical Inspector _ 'VJ C TOWN OF SOUTHOL 6 ICC 1 U � Town Hall Annex - 54375 Main Roa O Box 1179 D . o Southold, New York 1197 9 UL 6 201 p� Telephone (631) 765-1802 - FAX (631) 76 -9502 Ol roger.richertC�town.southold.ny.us -UMDI1G DEPT. APPLICATION FOR ELECTRICAL INSPECTION To ' .TJI.D REQUESTED BY: rO ee:- ��'�� - Date: - Company Name: NQS j C—ou o'T j I C— Name: _ License No.: email: rQci!� CETL R 40& Address: p93C'o 6'1 V\ S o o k 0 c)�6 N\( L)I3 71 Phone No.: JOB SITE INFORMATION All Information Required) Name: CA 1`5,q Address: 05- DULIC p rC3 y Cross Street: Phone No.: Bldg.Permit Z49 70 email: Tax Map District: 1000 Section: Block: Lot: 41 BRIEF ESCRIPTION OF WORK (Please Print Clearly) ©t, Circle All That Apply: Is job ready for inspection?: Gy E / 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 \d'C�(aX Request for Inspection FormAs l �/ �::.� r 1+'�'- � � �'���wr ''ins ��� --"tJ; - - �" ��►'�'+�� � 'O�. -- '�–�r. Y- .--. —- -- �";� — --fir '�+c'`•f`i-�: '•'�-}�;� �Ie i r FLOW —� -z- ' SLOPE ' '� 4" VERTICAL =f'; FACE lJ BEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE. FLOW BOUND HAY BALES PLACED ON CONTOUR RE-BARS: STEEL PICKETS STAKES 1 5' to2 2" N4G OUND.- DRIVE STAKES FLUSH<WFrR TOP OF HAY BALES. ANCHORING DETAIL STRAW BALE DIKE DETAILS . r SCALE: NTS OF t4 3� CHAPTER 236 DATE: i`� _ STANDARD STORMWATER DETAILS APPLICANT: &� egor:s . y�OlOti� S.C.T.M.#. 1 DI�Z� Ci � is Drawing # : SW-02 PHYSICAL2D-� ` IC 5 T)uCS d Aj EFFECTIVE:9/17/13 ADDRESS > ANY ALTERADON OR ADDIRON TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCA770N LAW. EXCEPT AS PER SECTION 7209-SUBDIWNON Z ALL CER77FICA77ONS HEREON ARE LY IF SURVEY OF PROPERTY SAID MAP OR yCOME AUD FOR 7H I p D COPISETHEREOF SURVEYOR WHOSE SIGNA7URE APPEARS HERE AT CUTCHOGUE ��� t, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. o 1000-83-01-15 SCALE. 1=30' JANUARY 13, 2004 yyyyyyyy� l�A k N Nov.19, 2004 (odd/l/ons) a S' mil Nen /l Jon. , 2005(oddi/lons) Avg./9 2oo5(pr..; o P I I a b x r r / eke / ! ' 1�� SUBSURFACE SEWAGE / ss r?�r y"v/ / /� ! l /� \ �C1 DISPOSAL SYSTEM ti yz DESIGN BY 1 /00� JOSEPH H. BRIER, P.E. l `'` / / / / y , C/O DV/RKA AND i#tp BAR77LUCCI I - � q CONSUL TING ENGINEERS �gr (516)364-9890 I j1r el 42 1 i i I / % / 00• � 1 ll f o rode E'/44 $ I I IE 1D/tom s`O�` iii y/, / I j��/ , IE O ?9 ID7.'7e lE IE fylVfi % f 1 'f / 1� Imo•TAW 985 98 so` i LEA.r „ POOL 1 s�waE. 1 1 e/2e. 1 _q` 1, ___tet/o yraNa�wsler TYPICAL FULL CRIB �h RETAINING WALL CROSS SECTION SEPTIC SYSTEM 1 G✓S LOT NUMBERS REFER TO MAP OF VISTA BLUFF"FILED IN 7HE SUFFOLK COUNTY CLERKS OFFICE ON MARCH 15, 1968 AS FILE NO. 5060 YO ro ELEVATIONS REFERENCED TO N.G.V.D �� C =pr-.p e/cvwh�� O Y. C NO 49618 ECO l RS, C AREA=22,498 SQ. FT. (631) - 20"FAX ) 765-1797 P.O. B r SOUTHo D, 1 03-306 i / � � moo• C F EX. GRASSAREA �0°° NEW POOL EX. GRASSAREA / / EXIST. TWO , STORM �pp0 DWELLING / / W/GARAGE Xe EROSION &SEDIMENT CONTROLS 0 Shall include but not be limited to: A vvelf P►'iaintained Construction Entran Silt fencing,stabilizat107 Aire Backed of exp and/or inactive SOU - DRAINAGE INSPECTIONS ARE REQUIR . - / FL-OT FL-AN ScALE i =2Q' Contact TOS Engineering at 765-1560 before ' Backfill, OR Provide Engineer's Certification \ / SIVE NFORMASION that the drainage has been installed to Code. i DIST.: 1000 83 APPROVAL OF STORMWATER MANAGEMENT SEC: 1 CONTROL LAN -TO Code aP LOE 15 Date: 2l LAND AREA: 22,498SQ.FT. pprov d by: r, NOTE., AFD A13Cy� .. THISS17EPLANISNOTA LEGAL SURVEY ITIS `C �\vN M,; T�C� ,�'. < FOR ILLUSTRATIONPURPOSES QNLY.ALL DIMENSIONS,SETBACKS,LOCATIONS& STRUCTURES WERE TAKEN FROM SURVEY d ,+ PREPARED BYA LICENSED SURVEYOR OF PECON/CSURVEYORS,P.C. 318�`��0 1230 TRAVELERSTREET,SOUTHOLD,NY11871 OF iaE ';;' DATED:AUGUST 19,2005 AIV ARCH1TfCTLJRAL Of5160, P. C. PROP05ED WOOD DECK TO THE RE5/0ENCE LOCA TO A T:• ♦ ANGELA MANGEL5, R.A. ♦ ♦ 3205 DUCK POND ROAD, CUTCHOGUE N. Y. TOWN OF 50UTHH00 P,0, BOX 2/52, PA TCHOGUE N. Y. l /772 ° u D: /000, 5: 63, B:/, L /5: TEL: (5/6) 646 - 6232 ��pF',M Vv�F�E:R F�ti�2 6FF 01 -NGL LTION 05E P001-TO CODE ` �p�41A UPON COMPLE OFZt�E E�FG'Af JVATER DECKING LATTICE EX. GRASS AREA p � Q v " v 55'0 12'DIAM.SONOTUBE. o �' FOOTING MIN.OF 36' o v o BELOW GRADE. v p� O 1y)n q pn � FT0F05ETD ffI�ONT DECK ELEVA-FION O Q) O 1 e`�.I'4.m fia E I•-• " 1 " ••, Y"+^p p Nr PR0P05r-f)WOo-) T-)r-GK Pi?OP05rfT) FOOL 7G51� t, FA'-!r I-0 11-117 Q ��it 1,076 SO FT. : L o LL 2X8LEDGERLAG DECKING BOL TED TODWELFO;� ".UhcCJ LING T,O.DECK HT. VARIES W 3. IN13ULr'',TiC`d ZXBDJ@ 16"O.C. 4. FlINAL - M',"S i"i-,L 0"I i 9 N NACU EX. DWELLING TO REMAIN GRADE 4X4POST BE CCI',^ =LETT I ORI (:.0. 36c0" 4'-0" C,?L CONST RUC,i IO'N F';, .I_ ":rEF.T i 11E -., �• EX.FOUNDATION (2)2X8 HDR.& y r:� y :� REC!JIRE ,"r.��T�a ( ;.:.`-1 r�CC'�i = OF hS4:':SS'r q OO POSTTOFOOT/NG 12 DIAM.CONC. WALLS TOREMA/N :• FOOTING MIN.OF Yom STATE. N101 I,L"SPONSIBLE FOR o0 36'BELOWGRADE DESIGN OR CONST., '1C;T10II ERnO3S. z `� B.O.FOOTING z COMPACTF/L Cr_,MPLY WITH ALL CODES Orr' 4'6" �� NEW YORK G ATE & TOWN CODES AS REQUIRED TAN -6 fl� NS-OF o TY T IOAL- 5 EOT I O N A SCALE.•114" so�X- x It s ---- ��G � ,Yi iv, µ�I�C711 3'H/GH GUARD AND HANDRAIL SORIMTOTMISTEES DEETC EX. GRASSAREA O) OR 005IJ W001/ TDOKL- N SCALE. 1/4"=1'0" p g$ t or-, !`lJ ri aCli tiz, w GEN t1L NOTES M-MMAL- NOTE5, 17�1. THE FOLLOWING REFERENCE WAS USED IN THE DESIGN OF THE 8. ALL FOUNDATIONS SHALL REST ON UNDISTURBED, WELL COMPACTED o 0 STRUCTURE: AMER/CANFORESTANDPAPERASSOCIAT/ON(AF GRANULARSOILOFONETON PSFBEARINGCAPAC/TY(M/N.)ALLCONCRETE INSTUGTIONSOk T1� INSTPtLL� &PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONEAND WORK SHALL CONFORM TO THE REQU/REMENTSAND RECOMMENDATIONS d TWOFAMILYDWELLINGS 1. ALL SPECIFIEDFASTENERSMUSTBEINSTALLEDACCORDINGTOTHE OFACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILD/NGS ALL CONSTRUCTIONIS TO BEINACCORDANCE W/THE2015 (F'C=3000 PSI),'REINFORCING STEEL SHALL CONFORM 70ASI-MA-615 INSTRUCTIONS IN THE CURRENT SIMPSON(WOOD CONSTRUCTION CATALOG) INTERNATIONAL RESIDENTIAL CODE&ALL PARTS THEREOF,SHALL BEINCORRECT FASTENER QUANTITY,SIZE, TYPE,MATER/AL,OR FINISH MAY O O GRADE 60.ALL FOUNDATION WALLS TO BE8"7HK.&POURED CONCRETE `i CONSIRUCTFD TO SAFEL YSUPPORTAIL LOADS,INCLUDING DEAD FOOTINGS.ALL TRENCH F00T/NGS TO FOLLOW LOCAL CODES CAUSE THE CONNECTION TO FA/L. 16D FASTENERSARE COMMON NAILS p p LOADS,LIVE LOADS,ROOFLOADS,FLOOR LOADS,SNOW LOADS, (8 GA x 31)&CANNOT BE REPLACED W/16D SINKERS(9 GA x 31)UNLESS j W/NDLOADS&SEISM/CLOADSASPRESCRIBEDBYTHE 9. SILL ANCHORS INFOUNDATIONWALLS TOBE5/8"DIAM. OTHERWISE SPECIFIED. 2015/N7ERNAT/ONAL RESIDENTIAL CODE. METAL WASHERS UNDER NUTS LOCATED 12"MAX.FROM EACH CORNER OFSILL&36"0.C.MAX.USING MIN.OF(2)TWOANCHORS 2 BOL THOLES SHOULD BEA MINIMUM OF 1'&NO MORE THANA MAXIMUM EX. GRASSAREA 2. CONSTRUCTIONINREGIONSWHERE THEBAS/CWIND PERS/LLP/ECEFORUPL/FTAND23"O.C.FORLATERALANDSHEAR OF 1"LA RGER THAN THE BOL T SPEEDS EQUAL OR EXCEED 130 MPH SHALL BE ALL NEW SILLS TO BE OFACQ TREATED L UMBER W/SILL INSULATION 3. INSTALL ALL SPECIFIED FASTENERS BEFORELOADING THE CONNECTION DES/GNEDTOCOMPLYWITHWFCM(HIGH WIND BETWEENSILLS&CONCRETEBLOCK. EDITION)HANDBOOK. 4. USE PROPER SAFETYEQUIPMENT 74" -��-8=0" 78"- 7-8" T8" 7'-8" -78" 3 NO PLUMB/NG WORK TO BE COMPLETED ATTHIS TIME 10. NOMA SONR Y WORK AT THIS TIME 5. PNEUMA TIC OR POWDER-ACTUATED FASTENERSMAYDEFLECT& c l _fQ.L8 HDR. 2 2X8HDR _ _ _ 2 ZX8HDR. _ _ __ X8 HDR. _ _ eo 2 2X8 HDR. __ __ )2X8 HDR. __ _ 2 2X8 HDR. __ I I �0 11. NO MECHANICAL WORKAT THIS TIME INJURE THE OPERATOR OR OTHERS NAIL TOOLS MAYBE USED TO 4. THEARCH/TECTSHALLNOTBERESPONS/BLEFORTHEWORK INSTALL CONNECTORS PROVIDED THE CORRECTQUANT/TY&TYPE OF 12"D/AM.SONOTUBE. RELATING TO THE CONMACTORS SAFETYPRECAUTIONSOR TO 12 THEARCH17ECTHASNOTBEENRETAINEDTOPERFORM NA/LSAREPROPERLYINSTALLED INTHENAILHOLES. TOOLS W/NAIL p FOOTINGM/N.OF36' MEANS,METHODS, TECHNIQUES OR PROCEDURES REQUIRED FIELD SUPERVISIONDURINGCONS7RUCTION. HOLEMECHAN/SMS SHOULD HE USED.FOLLOW 7HEMANUFACTURERS 2MEDGER BELOW GRADE. i FOR THE CONTRACTOR TO PERFORMHIS WORK INSTRUCT/ONS&USE THEAPPROPRIATE SAFETYEQUIPMENT. V , 13. 1FlN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WH/CH 5. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR.#2ORBETTER, N DISAGREES W/THATA S INDICATED ON THESE PLA NS, THE 6. JOIST SHALL BEAR COMPLEl EL YON THE CONNECTOR SEAT&THE GAP I W/UN/TS7RESSOF950//PSI&MODULASOFELASTICITY CONTRACTOR SHALL STOP WORK&NOTIFYTHEARCH/TECT. SHOULD BETWEEN THE JOISTEND&THEHDRSHALL NOTEXCEEDI.HPERASTM 1,600,000. ALL EXTERIOR WALLS TO BEOF2x4 CONSTRUCTION. TEST STANDARDS. 6'-7" i r ALL INTERIOR WALLS TO BE OF2 x4"CONSTRUCTION. DOUBLE THE CONTRACTOR FAIL TO FOL LOW THIS PROCEDURE&CONTINUE r ^ STUOSATALL OPENINGSANDBEARING PARTIRONS ALL TOWORK, 7HECONTRACTOR SHALL ASSUMEALLRESPONSIBILITY& STRUCTURAL POSTSARE TO BESOLIDL YBLOCKED TO TOP OF LIAB/LITYAR/S/NG THEREFROM. FOUNDAT/ONWALL ORSUPPORT COL UMNBELOW. D �^ 6 DOUBLEALLJOISTLQ &UNDERAIL PARTITIONS USE TECOHANGERS.OUND ALL OPENINGS PROVIDEBRIDG/NG OU N T�/�T I ON NOT y O 2X8 DJ h MAX. 8'-0"O.C.&CONTINUOUS WHERE POSSIBLE. BEAMS& 0 1. 16"D/AM.CONCRETE COLUMN FOOT/NG,3000 PSI @28DAYS Lj i @ 16-0.0HE4DERS OFENGINEERED WOODARE TO BEM/N.OFMICROLAM -� W i MIN.FB=2600PS/REPETITIVEMEMBERSW/E=210RBETTER. 2 ASSUMED SOIL BEAR/NG CAPACITY,2TON PSF,SUBJECT TO INSPECTION -- - - - - W 7. DO NOT SCALEDRAW/NGS &VERIFICATION CONTRACTOR TO VER/FYALL DIMENSIONS, � N �- ELEVAT/ONS&GRADES AT THE TIME OF CONSTRUCTION LARGE 3. ALLFOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL 1 LQ Uo SCALE DRAW/NGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 4• CONCRETE SHALL NOT BEPOURED ON FROZEN GROUND OR/N FREEZING WEATHER �. N �i O 5. NEW STRUCTURES WILL MEET 130MPH W/NDZONEREQU/REMENTS Q cd v o F�l LLi `L -- - -- - - - - i NO TE.- ALL STRAPPING,FASTENERS IN CONNECTION WITH PRESSURE TREATED LUMBER SHALL BE WT Q - 2X8LEDGER- - -- - - - -- - - -- -- -- - -' DIPPED'GAL V. OR STAINLESS STEEL. � v - �* o i APCHITECT SEAL: (2)2X8 HDR. (2)2X8 HDR. (2)2X8 HDR. (2)2X8 HDR. _ (2)2X8HDR. (2)2X8HDR 8" 7-8" 7=8" 7'-8" 7-8" 7-8" o ° C . o I v o - FI20F05ED TDEOKffOUNIDATION FL-/�N 'a e� O SHEET#: f} fACE MOUNT" HANGED NOT TO SCALE F05T PA5f P05T GttP NorroscACE NOT TO SCALE OF O J SIMPSON STRONG 77E LUS(OR EQUIVALENT) SIMPSON STRONGTIE ABA44(OR EQUIVALENT) (COLUMN TO HEADER) LUS26Z(4)IOD COMAIONINHEADER&JOIST (6)IOD COMMON S/MPSONSTRONGTIE BCS22/4(OREQUIVALENT) (4)fOd COMMON BEAM FLANGE&(3)f0dPOSTFLANGE