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HomeMy WebLinkAbout40853-Z P0004 u Town of Southold 2/2/2018 (A'st" P.O.Box 1179 46 * 53095 Main Rd }¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39491 Date: 2/2/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 370 Old Orchard Ln., East Marion SCTM#: 473889 Sec/Block/Lot: 31.-6-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/22/2016 pursuant to which Building Permit No. 40853 dated 7/18/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH, SUNROOM, ATTACHED GARAGE AND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Richter,Michael&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38744 01/07/2015 PLUMBERS CERTIFICATION DATED 01/29/2018 J e hitecavage 00 ut ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 40853 Date: 7/18/2016 Permission is hereby granted to: Richter, Michael PO BOX 33 Greenport, NY 11944 To: Additions and alterations to an existing single family dwelling as applied for. Replaces BP#38744 At premises located at: 370 Old Orchard Ln., East Marion SCTM # 473889 Sec/Block/Lot# 31.-6-18 Pursuant to application dated 7/22/2016 and approved by the Building Inspector. To expire on 1/21/2018. Fees: PERMIT RENEWAL $794.60 Total: $794.60 (]L Build' g In TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 38744 Date: 3/28/2014 Permission is hereby granted to: Richter, Michael & Richter, Kathleen 221 Fifth Ave Greenport, NY 11944 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 370 Old Orchard Ln, East Marion SCTM # 473889 Sec/Block/Lot# 31.-6-18 Pursuant to application dated 3/17/2014 and approved by the Building Inspector. To expire on 9/27/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,589.20 CO -ADDITION TO DWELLING $50.00 0 Total: $1,639.20 Building Inspec o Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) / Location of Property: C) O C r C,� 'd L"a House No. n Street Hamlet Owner or Owners of Property: ► C eX �\/ \ �'1i1 Suffolk County Tax Map No 1000, Section Block Lot / Subdivision Filed Map. Lot: L Permit No. f Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SO(/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P O Box 1179 G roper.riche rt(a7town.southoId.ny.us Southold,NY 11971-0959 'plyCOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael&Kathleen Richter Address: 370 Old Orchard Ln City: East Marion St: NY Zip: 11939 Building Permit#- 38744 Section. 31 Block. 6 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect Switches 21 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: Jan 7 2015 81-Cert Electrical Compliance FormAs o��pF SO!/lyolo Town 1-tall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • O Southold,New York 11971-0959 BUYLDING bEPARTMENT D '� TOWN OF SOUTHOLD DD JAN 3 1 2018 TOWN OF SOUTHOLD CERTIFICATION Date: 1 y Building Permit No. � Owner: / - l e kAe-1 (Please print) PlumberJoG(.�,•' •✓0 ( lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1%0 lead. (Plumbers Signature) Sworn to before me this day of 20 /!-- CHRISTIE HAL40CK lilotary Public,State of New York 48319501 Suffolk County Expires May 31,20 9 Notary Public, County ry OF SOUly�lo 6 C)R5 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [/FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN RE DATE y INSPECTOR 47 Of SOOry�l L) .J � o cou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2 [ ] INSULATION [ ] FRAMING ( RAPPING [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .010, lo(c�sx-s • All DATE cloC INSPECTOR oF sooryo� 4os 53 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ IR H PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] �EL ;L�(FINAL) [ ] CODE VIOLATION CAULK REMARKS: C DATE �tq INSPECTOR g SO(/lyo r cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I INSPECTOR a SOUlyol 4z)�,S3 39 � o ............ ............... iiiiii lu TOWN SO HOLD BUILDING DE T. 765-1802 EC [ ] FOUNDATION IS ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i 3-8- ov sooryolo 40�� 3 couarr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 'l� INSPECTOR SOUr'yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) ,ZLECTRICAL (FINAL) REMARKS: ATA DATE 01 < INSPECTOR qo<s y0 Ty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -bl �), &�Vm� 1 DATE INSPECTOR 1. ! I 0 • � • 1 1. P,No IAMIWW ROUGH FRAMINQ&PLUMBING INSULATION PEA N.Y. STATE ENERGY CODE PAM �W EWA Mm Ai ADDITIONAL . 1 E WE W4-WMA Fl i •.� ' � , ' � � i � ��' � �� .. Asp �CSt1� !/� ori TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ��,J� Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Suryey So uthoJdTown.NorthFork.net PERMIT NO. _� Check Septic Form N.Y.S.D.E.C. Trustees '_Flood Permit . Examined '20 Storm-Water Assessment Form Contact: • Approved ,20 _ \ Mail to: Disapproved a/c Lk e: 1� VJ . Expiration 20�— t Building In p APPLICATIOXfOlk tI VI i` Date ,20 INSTRUCTIONS a.This application MUST he completely filled in by typewriter of in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot pian showing location of lofatid of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed.within 18 monthg 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 tins ,the extension of the permit for an addition six months.Thereafter,a new permit shall be requt"red. ' `­0, APPLICATION IS HEREBY MADE to the Building Department for"the it§uan6 of a 8ullding Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) T410 ` )0& ;3 3 GRexN Plyf (Mailing address of applicant) State whether applican is owner, essee, agent, architect, engineer, general contractor, electrician, plumber or builder l fk Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians.License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3x10 OLD ORCOPrU L AW K AARYN House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyR r—S1 ©861ae- b. Intended use and occupancy R6 61 D �d G 3. Nature of work(check which applicable): New Building Addition X. Alteration X Repair Removal Demolition Other Work nm (Description) 4. Estimated Cost ham__ 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 :1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i17i.&.,eri A L � � 1 7. Dimensions of existing structures, if any: Front 219 Rear 2 g Depth 2 g Height 3018 io66 Number of Stories 2 Dimensions of same structure with alterations or additions: Front (D • �{ Rear .�9-4 Depth y '� Height ��+Tep eG,R n&& .Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ISS► .67 tRearISM t+ Depth nz.ci 3 t 10. Date of Purchase Name of Former Owner�� G A I` NKm Aa N aL D 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO K Will excess fill be removed from premises?YES NO 14.Names of Owner of premises MIKE Address 376 OLn 0&&ah LGPhone No. 631 14 77 0-4 79 Name of Architect J AmAddress 'Zf _F2onrr g aPhone No 6314 77, 04 4 R3 Name of Contractor h 1{d a`fl a k r— 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 znny,paint,on'propertyis at 10"feel or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO )< * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi. 12JL day of(Y\P,,A 2U"l i Nota0 cp,BUNCH �'Signature of Applicant Notary Public,3tete of New York No.OI BU618WW Qualified In Suffolk County Commiselon Expires April 14,2!2L, Scott A. Russell OQ,°s� k James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �'� JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant) NAME: M tG WiIIP4 "L6&N Ric a--r�R_ NAME. S A vnt ADDRESS: ;QQr RaX a� — 6reea�,po6iT ADDRESS: M0 ©LD oRc4aR.Q �Akje f-AST KAR(ONJ , NX, 11 R 3`� Telephone Number: cn 3! !�]7 O C+71 Telephone Number Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage. DATE: '311 3 / Property Address / Location of Construction Work: 3'10 ©L_D aRcu-ARn L4U&, S C T M *: 1000 (� tAST MARKAl NY 1(139 District Section Block Lot Required Documents for Stormwater Review: "Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. **** 0 ?&�ERING DEPARTMENT USE ONLY **** Reviewed By Date: 3 11q )1y Approved: ❑ Additional Information Required: FORM * SMCP-TOS JAN 2014 OS1*1Qk CHAPTER 236 Co- STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST tractor,Other)APPLICANT. (Property Owner,Design Professional,Agent,Con DATE: 3 �/3 /�f n gNAME: Ol S C T M ": 1000 Telephone Number- L 3( q77 04-77 District Section Block Lot S MCP - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided( 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. O of the Site Boundary as required by§236-17(Cx2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water ©� e. Limits of Clearing & Area of Proposed Land Disturbance. ©0 f. Existing & Proposed Contours of the Site (Minimum z Intervals) 05KJ1= N O—Sttc IS �.gT'— '4 u GT I OK 0 N D 16 n g Location of all existing & proposed structures,roads, ®= ny VLt- -0�ce driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& =ONeuj "FLPsr V'Loce, o A4rtcA f s-0#4 rq proposed structures. I. Location of proposed Swimming Pool and discharge ring. sy,t5T I W41lv j. Location of proposed Soil Stockpile Area(s). 0EKJ S A t, s i, k. Location of proposed Construction Entrance/Staging Area(s). 0 & weW 4, 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate tr oV t b/ J '-o W et TC on-site the run-off from all impervious surfaces generated by a two V)inch ®0 rainfall/storm event. qS ✓1 -2 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. ®� b. Construction Entrance&Site Access. ® SMSTIW6, C6 CRETE A W CW c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) 0 FORM * SWCP Check List -TOS JAN 2014 o��Of S0�/l�D Town Hall Annex Telephone(631)765-1802 54375 Main RoadG COw nV USP.O.Box 1179 oger.richertso0 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: ; Name: License No.: Address: PL . i Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ALIr -c�J'�- *Address: n)10 I-VCh deiO *Cross Street: ! *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly)Ano ` i (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ! Additional Information: PAYMENT DUE WITH APPLICATION may , 82=Request for inspection Form eA 1,41 WrJ el- AID NOTE: This Site Plan was taken oe� 01 M /I q)j 1 G � I ARCHITECTURE from a Survey prepared by the office of Roderick Van Tuyl, L.S. 282.93 JAMES L RICHTER 1� 36" MINIMUM 2 x 2 REGISTERED ARCMTECr son-NoW CCS I FENCE POST N 1± �- I WOVEN WIRE FENCE < , 14 � sommom N CIL (6 x 6 - 10 / 10 WWF) y r MONSOON MOO amommob EXISTING DEPTIC SYSTEM XISTING _ ' N N. 57° 339 40.• E, TO REMAIN W FILTER CLOTH RESIDENCE O REMAIN. VON EXISTING S N EXTERIOR SHED I� W COpF .A ffI!C.K O IR U G _ EMBED FILTER CLOTHG�OE— — r I w � , MIN. 6" INTO GROUND CMit u --1 — — S5'+!- — — z • T I 411 O ' I to N I I dZd I O O LIVING/DINING ROOM 1- I NOTE- O -�-+ I "` '02:~ I I a o MAXIMUM DRAINAGE AREA V I1110\111111 LF, zI E; 112 ACRE ! 100 LINEAR FEET CP-R- GARAGE � ' FI •� 11 I °'IN 0 SECTION DETAIL MZa Z QAaz DO K WZ 7vhf BILCODOOR w\ O d H 18'-0-MAX. C.to C. �/W� (v �Z L— - - ------ -- - - -- - - r/ a4 r k I GRADE LL ro I W --�t-i.:C•• F Lu i \ a0xS'D. c 0 \ I TEST HOLE DWS 2 I t�0 S•.xS•D. \\ NEW PRECAST CONCRETE I PERSPECTIVE VIEW LEACHING POOL TO CONTAIN I I \ STORMINATER I NEW PRECAST CONCRETE LEACHING POOL TO CONTAIN \\ , [ -4 STORMWATER I SILT FENCE DETAILS 4 \\ tR11 CONCRETE WASH OUT I I Scale: NTS \ Z IPIT-STAKED HAY BALES j\\ I� I I \ =1 LIMITS OF.CONSTRUCTION „I -�PROTRCT3EDZYASILT FENCE. I ZI ;~ Z oil x t-I — OWN-on33' 40" W- C4 i AMENDED I N ODE•r &,wool= N no-MM SOLID CONCRETE 8"THICK PRECAST Z COVER. CONCRETE TRAFFIC 82■93� BEARING SLAB. '. 2 GRADE V z 0 aP "L" A N qccgl!. ,� _ 1 , ., ® .ScaIe■ 1 /16 O 6"TRAFFIC BEARING nc- FLOW �- ® DRAINAGE PIPE.TYPICAL / WSite Area = 43,560 S.F. g ® Ui ELEVATIONS - FLAT Test Hole N ®® ® ® CLEAN SAND& -�/� a CD, 01:9121 GRAVEL "I- SLOPE `� 4" VERTICAL ®® 8'DIAMETER PRECAST Depth to Ground Water - 20 GRADE FACE ®® ® _ •+.a CONCRETE LEACHING Q ELEV.-20 v$ ob ®® •da' RING. C a/ Topsoil ,:: ®® ;;Ivo 0 ELEV.-19 Q . BEDDING DETAIL ob• ~'� a op • •do Sandy Loam M • ov ° CLEAN SAND&GRAVEL ELEV.-18 ANGLE FIRST STAKE TOWARD ® �/f �t a —� iv GROUND CALCITLATI S • Fine Sand/ PREVIOUSLY LAID BALE. ® WATER .. = O'"71"ORMWATIEd"J"M DRAINAGIFEd ONS some Gravel d 2'-0 Min. 8'-0"Dia. 2'-0"Min. -a O FLOW = Q TOTAL AREA OF ALL IMPERVIOUS SURFACES: CALCULATIONS FOR 2�� RAINFALL: ® ° a O EXISTING ROOF AREA 800 S.F. (NEW ROOF) 2,664 S.F. x 2" / 12" (Rain) x 1 (Runoff Coefficient) = 444 Cubic Feet ELEV.-14 ADDITION ROOF AREA 1,864 S.F. [8' 0 Leaching Pool = 42 C.F. Per Vertical Foot] EXISTING DRIVEWAY AREA -z'�-'�. 444 C.F. / 42 C.F. Per Vertical Foot = 10.6 V.F. Required Coarse Sand BOUND HAY BALES Typical Section Leaching Pool &Gravel ` PLACED ON CONTOUR (NO WORK) 0 P / -� 2 RE-BARS: STEEL PICKETS OR Scale: NTS New /Net - Impervious Area Increase Total: 2,664 S.F. Provide 2 Each at 8' Diameter x 6' Deep. (See Drywell # 1 & 2) < 2" 12"STAKES 1.5'to 2' IN GROUND. DRIVE STAKES FLUSH WITH TOP OF i HAY BALES. ANCHORING DETAIL NO WATER ELEV.- 8 STRAW BALE DIKE DETAILS SCALE:P7t3 Drawing: An rM tap Sheet 0 _1_09 8 NOTE: This Site Plan was taken from a Survey prepared by the office Fii of Roderick Van Tuyl, L.S. ' JAMES A.RICHTER 282.93 36" MINIMUM 2 x 2 REGISTEREDARCMTECT W 0 I • .••-- ' FENCE POST Io Nam-wow 1= C4 1 WOVEN WIRE FENCE I -_ . :_»__ ._. �•i■•� (6 x 6 - 10 / 10 WWF) � EXISTING DEPTIC SYSTEM O 2 3 TO REMAIN EXISTING N Z s N. 57 .33- 40•' E• RESIDENCE FW°, >' N 1 FILTER CLOTH RETAIN STORM WATER RUNOFF TO REMAIN. �I ' PTER 236 EXISTING ,- � v W N � �� 02 PURSUANT TO CHA EXTERIOR SHED ��Of �F N OF THE TOWN CODE. — --- 1=-i; O • W v EMBED FILTER CLOTH GIDE lr—i • LON� 3ER CERTIFJCA.tJ�?!yi I DECK —, °° �� � � �@ ® ` � I MIN. 6 INTO GROUND E 9 CONT tEf:FOR'E 1��! CERTIF ;ATE-OFOCCUPfIIII^Y DATE h /�1 B.P.# `� _ - - r - _ � — — — — — — — Z �- %., • C.�DC7 I I 1 4 SOL .R U$ED'IN 11ATR E : �� / ." B�, j ° & i Z - r° FSE °d I NOTE: SUPP YSY$TEP��;��!�►�T NOTIFY BUILDING CEPARTMENT AT I � 1� LIVING/DINING ROOM N- I I F � EXG'Ef �,�I10 Q� °�LEAin 76a-1602 8 AM TO 4 PM FOR THE I ' U d W MAXIMUM DRAINAGE AREA FOLLOWING INSPECTIONS: E FOUNDATION - TWO REQUIRED I " ON ! I ' Z I "I 1/2 ACRE / 100 LINEAR FEET L V 1. FOUND z ! i;l1i <o FOR POURED CONCRETE I T } Z >F I 2. ROUGH - FRAMING & PLUMBING I -� 1- •� L I J °O 3. INSULATION I PLUMBING G. FINAL - COPJSTRUCTION P�4UST I —_ L_J I I M I z A SECTION DETAIL E ALL PLUMBING WASTE BE COMPLETE FOR C.O. ,° �,z a o P.R. STUDIO I I a ISI &WATER LINES NEED EET THE %° I Z LL I o° ALL CONSTRUCTION SHALL M } v No TING BEFORE COVERING THE CODES OF NEW ',t_ I H o O TES REQUIRENLENTS OF ( GARAGE I a z I W S H BILCO ; I a O YORK STATE, NOT RESPONSIBLE FOR DOOR I` "°Y° 1 CL DESIGN OR CONSTRUCTION ERRORS. `X'~ 18'-0-MAx Q� O °Z ' � L- - - -- - - - - - - --- - -- - :i.. _, C.to C. — ILL COV;;PLY V;ll`H ALL CODES OF l'T , �, I 1 .. _ LU STATE TOWN CODE ,� s..MIN=LL W I NEW YORK STA & O _ ,.�� \ ( � � � ,.� AS REQUIRED \ Dws + / \ "ox8•D. S0 >TH i D TONIN ZBA / \ I NEST HOLLE DIN g y I -- SOL B01 D-,T02,IN PI ANNIN(�POARD \ 8'0 x D. \ NEW PRECAST CONCRETE IPERSPECTIVE VIEW LEACHING POOL TO CONTAIN SOLM ' - ffEES \ STORMWATER I NEW PRECAST CONCRETE LEACHING POOL TO CONTAIN ; SILT FENCE DETAILS STORMWATER \ I Ot1VUPAC OR = u \\ z� I Scale: NTS USE IS umLAWFU , \ U. Al WaTHOUT 4ERWICA` # \ al LIMITS OF CONSTRUCTION „I OCCUPANCYI PROTECTED BY SILT FENCE. W � I N R jl et wI � �\ I W. N � � � S. 570 331 0 own Me SOLIDCONCRETE Z .� a 8"THICK PRECAST CONCRETE TRAFFIC �_� � . COVER. BEARING SLAB. 282.93' ., GRADE l , Z O ppqj TllPLAN 9Q s�o.t) ~,}:. w. :i:`I.:2• _;.'},':.:,.' se'a ••Baa -'•aa i 1w low Scale. 1 /16" - 1 -0 ®® ® ® ® 6"TRAFFIC BEARING t y 0 [2 DRAINAGE PIPE-TYPICAL Site Area = 43,560 S.F. Test Hole g ® ® ® ® ® LL ui W N V CLEAN SAND& z ELEVATIONS - FLAT p Q GRAVEL.1GRADE ELEV.-20Depth to Ground Water - 20 Topsoil 8'DIAMETER PRECASTELEV.-19 � g{: CONCRETE LEACHINGQSandy Loam e°O RING. C ELEV.-18 °r 4. ':.a o i19� • °P CLEAN SAND&GRAVEL ♦+ Fine Sand/ 4 °or' `° Q � V some Gravel �`+ GROUND STORMWATIUJIN IE CALCULATIONS: WATER Cd O C 2'-0"Min. 8'-0"Dia. 2'-0"Min. .a O TOTAL AREA OF ALL IMPERVIOUS SURFACES: CALCULATIONS FOR 2" RAINFALL: o Z a * J EXISTING ROOF AREA 800 S.F. ELEV.-14 d` 'a O (NEW ROOF) 2,664 S.F. x 2" / 1211 (Rain) x 1 (Runoff Coefficient) = 444 Cubic Feet Coarse Sand ADDITION ROOF AREA 1,864 S.F. [8' 0 Leaching Pool = 42 C.F. Per Vertical Foot] &Gravel EXISTING DRIVEWAY AREA 2,264 S.F. 444 C.F. / 42 C.F. Per Vertical Foot = 10.6 V.F. Required (NO WORK) 0 ypical lection Leaching Pool Scale: NT New/ Net - Impervious Area Increase Total: 2,664 S.F. Provide 2 Each at 8' Diameter x 6' Deep. (See Drywell # 1 & 2) NO WATER ELEV.- 8 Drawing- MT ThV Sheet or 6 x 6 C C A TREATED POST on GALVANIZED POST ANCHOR VENT TOP OF ROOF WITH RIDGE VENR OR ROOF VENTS TO CODE. on 12" Diameter X 4' Deep 'OOF/C (LING(R) JAR: 1THE( 3,000 PSI Concrete FOOTING. 30.00 9"BATT INSULATION WITH VAPOR BARRIER ON WARM SIDE rAK .4S Irs^GYPSUM WALLBOARD TYPICAL .66 I.S.FILM A-4 31.30 TOTAL R U=1m■ 0.311 LAMES A.RI A-4 A-5 ASPHALT ROOFING-SEE SPECIFICATIONS REGISTERED A WOOD CEILING JOISTS-SEE FRAMING PLAN �y 86 866 86 866 86 866 WOOD RAFTERS-SEE FRAMING PLAN {y - - - 46- c.. • V 2 -2x8 - CCA - BoxBep - NAILING SCHEDULE-MINIMUMS-AF&PA WFCM REFERENCE `l --- - ' _ _ _ _ _ _-_ - (NOT INCLUDING UPLIFT&HOLD DOWN CONNECTIONS p tf 1 x 3 TRIM ON 1 x 8 FASCIA ON 2 x 6 FRAMING. -�' �----- -- -- - --_-_-- -- -�' - --2x8 Drop Girder � �/ DESCRIPTION-GALV.COMMON NAILS #NAILS NAIL SPACING H 6 ROOFING NAILS PER SHINGLE 1" SOFFIT WITH CONTINUOUS VENTING.TYPICAL .Lt .,I ROOF/CEILING: 466 H a ROOFING SHINGLES 8d 6"O.C.EDGE,12"O.C.FIELD �t• V STRUCTURAL SHEATHING-INTERIOR ZONE 8d 6"O.C.EDGE,12"O.C.FIELD STRUCTURAL SHEATHING-4'PERIMETER ZONE 8d 6"O.C.EDGE, 6"O.C.FIELD WALL(R) a I 120 mph -SHEATHING -4'PERIMETER ZONE Bd 6"O.C.EDGE, 6"O.C.FIELD W O.S.FILM 326 066 V I SHEATHING FLUSH AND FLYING GABLES gd .72 SIDING 4"O.C.EDGE, 4"O.C.FIELD .O6 TYVEK-INSTALLED A 66 - 1- ■ 120 mph- FLUSH AND FLYING GABLES 3-8d PER RAFTER INSTALLEo BEFORE WINDOWS i� Q ■ RAFTER/TOP PATE(toe nailed) 3-Bd PER JOIST •S4 7ne-APA RATED PLYWOOD SHEATHING (� 15.00 2 X 4 STUDS @ 16"O.C.WITH 4-BATT INSULATION CEILING JOIST/PARALLEL RAFTER(face nailed) 3-16d EACH AP IF C.J.NOT ON PATE .45 Irs-GYPSUM WALLBOARD -4 CEILING JOIST AP AT PARTITION(face nailed) 3-16d EACH AP .88 I.S.FILM CM Cc ■ 866 ■ 66 66 ■- 66 �6-466 6-119V 1 6-466 6- 6■ 866 � O ■B COLLAR TIE TO RAFTER(face nailed) 2-10d PER TIE 3-10d REQ�120 mph Zone ■ 5 - 4 8 1 2 8 8 BLOCKING TO RAFTER(face nailed) 2-8d EACH END 17.62 TOTAL(R) U=1/R = .056 O RIM(fascia)TO RAFTER(end nailed) 2-16d EACH END , C0 t GYPSUM BOARD-CEILING 5d cool 7"O.C.EDGE,10"O.C.FIELD WALL: 8 ■ 04 I GYPSUM BOARD-WALL 5d cool 7"0 C.EDGE,10"O.C.FIELD ■ ■ I I I STRUCTURAL SHEATHING- 8d 6"0 C.EDGE,12"O.C.FIELD In TO PATE TO TOP PATE(face nailed) 2-16d PER FOOT 11 O _ _ _ _ _ _ _ _ _ _ _ _ __ 2x10 - CCA__ _ _ _TRE_AT_ED_LED_GE_R TOP PLATE AT INTERSECTIONS(face nailed) 4-16d JOINTS-EACH SIDE ji _ STUD TO STUD face nailed �.- - - -- - -f�- - -,- __----_ _ -- ------ - - ( ) 2-16d 24"O.C. - ------- - -= _-- __-_ C ARCHITECTURE 41' - 4" A5 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTECTION OF 120 MPH 3—SECOND WIND GUSTS IMIES&RICHTER 9' - 4" 7' - 4" 7' - 4" g. _ g.■ 8111 80M 8. _ 8.. (MAXIMUM MEAN ROOF HEIGHT: 35) REGISTERED ARCIEITECT - SHUTTER ASSEMBLY N.T.S. 0����,ti5i/C� FOR PANEL SPANS: 0 < 4'-0" WIDE _ 3S i ® ------------- 23132" __ _ __ s �r r:4 `j - -- ---- --- �O 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: °�t� ��� • • 020 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/rAK ®F ,.� #10 x 3 (W/WASHERS)GALVANIZED OR STAINLESS STEEL A-4 I Enclosed o. - I " ® _® WOOD SCREW @ 16 O.C. �y .. A-4 .� '`�� I N ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: On I'O rc I I O I # 10 TEE NUTS ATTACHED TO BLDG.W1#10x 1/2 (W/WASHERS) t J MACHINE BOLT @ 12" O.C. O P H 6•• 6" ; 6" Unheated I CO li MULTIPLE SECTION ASSEMBLY: 41 O +, 1/4" THICK bOLTS @ 2' O.C. L U - - - - - 5 i I SHUTTER ASSEMBLY r O6 O II PIN.T.S. `Q M O10 7 ( + I I P I FOR PANEL SPANS: 4'-0" OR WIDER E rl 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD *iQ)O L - OVERLAP AROUND OPENINGS 4" O 8 ----------® -_---------------=---------------=-----® ; I � I Ir, PI 2x4 STRONG BACKS @ 24" O.C. O r � 0 a ,� I I I t I I-, L{ I I ASSEMBLY: ®D D = _ C N I ` f I �° 1). PREASSEMBLE PLYWOOD TO 2x4's: # 10x3" (W/WASHERS cc 11 I I ) - O Existing O r- I I,t I GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 12"O.C. �, I I 2), ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ W O Generator i �f" # 10x3" (W/WASHERS) GALVAINZED OR STAINLESS STEEL 3 WOOD SCREW @ , O.C. l000 Foo M ALTERNATIVE FASTENER ORa V L SHUTTER TO BUILDING: '---�— #10 TEE NUTS ATTACHED TO BLDG.W/# 10 x 1/2 (W/WASHERS) I MACHINE BOLT @ 12" O.C. log I o�� l, WINDOWS - GLAZED OPENING ILIOO F�, O 0 PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. Studio O I ,I u.l IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. Tooo CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS.p'p I , NEW KITCHEN PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. LZI W I BY OWNER FASTENERS TO BE DESIGNED TOALIGN WITH WINDOW JACK POSTS, HEADER+SILL PLATE. PANELS TO BE MAINTAINED ON SITE. J WTF, LABEL LOCATIONS OF EACH PANES. c L6 12 °C IL — — ----- 20 F. Q x 311 IN V) M I nil J D3 M6 \` ROOF RAFTER Garage00 `- L COLLAR v z 2 I TIE •• ROOF RAFTER C —_ r CEILING � WINDOW/DOOR HEADER STRAP AT JACK STUD: \/access N,JGIST AT EACH JACK STUD USE 4-8d COMMON = -- --- ---- ------------------- -- Hatch NAILS IN EACH END OF 1-J^x 20 Ga.STRAP AND USP MP4F OR SIMPSON STP4 PLATE AT .t. . p - • SILL TO BAND JOIST. L■ W Q !► ROOF RAFTERS TO RAFTERS 0 RIDGE V" W © 4-8d COMMON NAILS IN EACH END v� Install New Window OF1 - "x 20 Ga.STRAP 16-O.C.OR 2x4 COLLAR TIES IN UPPER 1/3 OF A 1'-2" 5'-0" 5'-0" 5'-0" 1'-2" to match Existing ROOF@ O.C. Q at Existing Entry Door_ ROOF RAFTERS TO WALL STUDS C 0: 24'- 0" 17'- 4" 4-8d COMMON NAILS IN EACH END *4 �94 14 RT10 OR SIMPSON LTS16- CUSP = OF 1 - ^x 20 Ga.STRAP 16-O.C.OR FLOOR JOIST 1' 4" NAILS PER MANUFACTURER. a �� STUDS TO STUDS @ SECOND FLOOR O .. O 4-8d COMMON NAILS IN EACH END d .2+ Q OF 1 - ^x 20 Ga.STRAP. U) A-5 SIMILAR @ GABLE END WALLS. O O a STUDS TO BOX BEAM&FOUNDATION 4-8d COMMON NAILS IN EACH END OF 1 -{^x 20 Ga.STRAP @ 16-O.C. WRAP UNDER SILL OR USE USP MP4F OR FLOOR SIMPSON LTP4 PLATE 32-O.C. JOIST 5/8-ANCHOR BOLTS @ 48^O.C.WITH 3-x 3^SLOTTED SQUARE WASHERS IP-4,3% USP/SIMPSON LBPS 5/8-. D ALL STRAPPING TO BE GALVANIZED ASTM GRADE 33 MINIMUM.Typical Scale' 1 /4" = V - Ovy HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH ALL CONNECTIONS SHALL COMPLY WITH NY STATE BUILDING CODE CHAPEER#2304.9.6 Drawing: Sh..e 8 3 of 8 COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE LATEST EDITION , Ground WindSeismic Weathering Frost Termites Decay Winter Ice Shield Flood Snow Speed Design Line Design Underlayment Hazards Load (MPH) Category Depth Temp. Required 45 PSF 120 B Severe 35- Moderate Slight- 11°F Yes H I A -Heavy Moderate c ARCHTIECTURE A-4A-5 COMPLIANCE WITH CODE BY USING W.F.C.M.WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE 32' as 0" DESIGN METHOD. USE J"DIAMETER x 12"-"J"BOLT @ 4'-0"O.C. into FOUNDATION WITH 4"x 4"x 1/2" JAWS A.RICHTER 40 B.P.PLATE OVER SILL PLATE. USE 1-1/4"x 20 GAGE STRAPS @ EACH JOINT,SILL PLATE TO FIRST FLOOR WALL STUDS, 1 St FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS,WALL STUDS AND TOP REGISTERED ARCHITECT 9' - 4■' 14� - 8■. ■ " PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD 24 - OF ATTIC AT 16"O.C. _ ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, � ® 30#BUILDING FELT,INSTALL PER R905.2.7(ICE SHIELD REQUIRED FOR 1St 24"ABOVE START OF INTERIOR WALL) BUILDING CODE-TABLE R301.2(2)WINDOWS TO MEET D.P.RATING OF 40 MINIMUM. ®� Cis A. I I I TABLE 1609.1.4 __I_ , WINDBORNE DEBRIS PROTECTION FASTENING ' ar b,c 3 t I I SCHEDULE FOR WOOD STRUCTURAL PANELS Q� I I I j 1v® 02G'�a I i FASTENER SPACING (inches) �� I FASTENER 2 Feet< 4 Feet< 6 Feet< _ : _ i TYPE Span) - - A-4rkk% Panel 1 _ Span Sp�2 Feet Span 2 Feet 6 Feet F eet N M grew Wood Sc 16 16 12 9 • O �/ 2 11#8 Wood N crews 16 16 16 12 For Sh 1 inch=25.4 mm, 1 foot= 304.8 mm, 1 pound=0.454 kg. IV V _ �� 1 mile per hour=0.44 m/s. Dressing Table '.. a. This table Is based on a maximum wind speed (3-second gust)of 130 F—( UO mph and mean roof height of 33 feet or less. b. Fasteners shall be installed at opposing ends of the wood structural , panel. ere screws are ached to masonry or un + c. behattached utilizing tvibration-resistant anchors ha/ing a minimum stucco,they all O Bath Q withdrawal capacity of 490 pounds. CL Bedroom 0 � p C7 2 9 TABLE R301.5 TM 63 MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS U) Lin. - - (in pounds per square foot) 20 ®Mas USE LIVE LOAD � 2 C = Exterior balconies 60 �a. 3 Decks f 40 Q V i Passenger vehicle garages a 508 0 y cL m — Attics without storage tile 10 Attics with storage b,e 20 Rooms other than sleeping rooms 40 O Sleeping rooms 30 Stairs 40c I ' Guardrails and handrails d 200 N 1 7 7 1 For Sh 1 pound per square foot=0.0479 kN/& , lsquare inch=645 m&. 18 a. Elevated garage floors shall be capable of supporting , p I I I g g p pportin a 2 000 pound I I i load applied over a 20 square inch area. b. No storage with roof slope not over 3 units in 12 units. IN N 7 6L1i c. Individual stair treads shall be designed for the uniformly distributed live 1 4 load or a 300-pound concentrated load acting over an area of 4 square LN ❑ inches,whichever produces the greater stresses. d. A single cohcentrated load applied In any direction at any point along the top. e. Attics constructed with wood trusses shall be designed in accordance H Q 15 with Section R802.10.1. f. See Section R502.2.1 for decks attached to exterior walls. Sitting -' _ d ENERGY CODE COMPLIANCE STATEMENT wTHE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS, t Room SPECIFICATIONS,AND OTHER CALCULATIONS SUBMITTED WITH THIS PERMIT APPLICATION. THE PROPOSED SYSTEMS V f HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS. ALL NEW HVAC EQUIPMENT AND THE EXPANSION OF THE EXISTING BUILDING HVAC SYSTEM SHALL MEET THE MINIMUM � O =-�•__�_-- —- REQUIREMENTS OF SECTION 503. X r N AIR LEAKAGE:502.1.4 JOINTS,PENETRATIONS,AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THATARE SOURCES OF AIR LEAKAGE MUST BE SEALED AS SPECIFIED IN 502.1.4.2. RECESSED LIGHTS MUST BE TYPE IC RATED AND INSTALLED WITH NO PENETRATIONS SEALED OR GASKETED TO PREVENT AIR LEAKAGE INTO THE UNCONDITIONED SPACE. VAPOR RETARDER TO BE ON THE WARM-IN-WINTER SIDE OF ALL NON-VENTED CEILINGS,WALLS&FLOORS. 'T i MATERIALS IDENTIFICATION:MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 1� AND CODE. DUCT CON ORM TO SECTION 03ION TO CONFORM WITH SECTION 503. HEATING AND COOLING PIPING INSULATION TO I F-1 WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES DOUBLE HUNG WITH LOW E GLAZING. VERIFY ALL QUANTITIES, O ROUGH OPENINGS,MULLIONS,TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS&DOORS AND BEFORE 111100 FRAMING ROUGH OPENINGS. MINIMUM DESIGN PRESSURE RATING=DP30 FOR DOORS AND WINDOWS. 11111111 M DEBRISWIND BORNE O OR G EATERTHAN 1 0 MIHURRICANE L S PER OUR.R 01 2.1 2REGIONS N ERNAL PRESSUREBASICHERE THE. WI DOWS NUILDINGS LOCATION IN N WIND BORNE DEBRIS REGIONS SHALL HAVE GLASSED OPENINGS PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E .�n 1886 REFERENCED THEREIN. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH AND A MAXIMUM 1�I H SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL ac BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BEMt // PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND Yi CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE. C "' �•; 2-}'#S SCREWS 16"O.C.(12"O.C.IF PANEL IS OVER T-0") LL. LLF SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS DESIGN#1-SHUTTERS FOR WOOD \[( Z FRAME BUILDINGS. �-,I R807 ATTIC ACCESS: PROVIDE ATTIC ACCESS HATCH USING WEATHERSTRIPED 3/4"PLYWOOD HATCH IN 22"x 32" A FRAMED OPENING WITH DOUBLE CEILING JOISTS AND FRAMING HANGERS. 0 OG 2 x 4 STUDS @ 16"o.c. 41■_ 4■■ a k rows Q = L ® 4"R=13 BATT INSULATION NEW SIDING TO MATCH A \\ EXISTING ON ON a d t PLYWOOD SUBFLOOR 7116"APA PLYWOOD SHEATHING. p� A-4 O A-4 A-5 TYPICAL - "BP" "- BEARING PLATE CO Q Has y CL° O J � Top of New Sutifloor � Q to ALIGN WITH Existing d First Floor raps 94— It NEW FLOOR JOISTS @ 16"O.C. LQ 6"R=19 KRAFT FACED BATT 'r., INSULATION GRADE 2-2 X 8 TREATED PLATE ON SILL SEAL. e. Scale: 1 '4■' V � 0" ASTM 307 GRADE 60 THREADED L ANCHOR MEMBRANE BOLTS AT 48"O.C.WITH NUTS AND WASHERS. *• DAMPROOFING (SIMPSON LBPS 1) 8" CONCRETE/MASONRY FOUNDATION. SECTION Draw I'll, Drawing: Scale: 1/2"=V-0" Shost 9 4 of 8 H V A C SYSTEM NOTES: 1) MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHEARING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. I FIA 2)H V A C SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA ANDREQUIREMENTS WITH THE EQUIPMENT SUPPLIER. ARCHITECTURE EXISTING RESIDENCE 3)H V A C SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL CONTRACTOR AND OWNER FOR BEYOND TO REMAIN FINAL REVIEW AND APPROVAL. PROVIDE CONTINUOUS REDGE 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE EXPANSION OF THE EXISTING HEATING SYSTEM TO SERVE THE MMES A.SIOHTER REGISTERED ARCHITECT VENT TO CODE. TYPICAL CONSTRUCTION AS INDICATED BY THE PLANS AND SHALL MAKE ALL CONNECTIONS TO THE EXISTING H V A C SYSTEM IN A CLEAN, NEAT MANNER. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATION OF THIS WORK WITH THE WORK OF OTHER TRADES, ESPECIALLY WITH REGARD TO POENINGS, ROOF PENETRATIONS, CLEARANCE ABOVE CEILINGS,AND ROUTING OF DUCTS, PIPES OR CONDUIT. ELECTRICAL SYSTEM NOTES: � TOP OF RIDGE , r ,� 1) ALL ELECTRICAL SHALL BE INSTQLLED IN CONFORMANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. LATEST EDITION �$ 2) ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. NEW ARCHITECTURAL GRADE ROOF SHINGLES ON 30#FELT 3) ELECTRICAL SUB-CONTRACTOR SHALL INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION ON 5/8"PLYWOOD ROOF R317 OF THE NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. = N SHEATHING.TYPICAL 4) ELECTRICAL SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE WORKING, FULLY FUNCTIONAL ELECTRICAL SYSTEM TO SERVE THE CONSTRUCTION AS SHOWN ON THE DRAWINGS. THE ELECTRICAL SYSTEM SHALL BE DESIGNED BY A QUALIFIED DESIGNER AND 2 x 12 RIDGE INSTALLED IN ACCORDANCE QITH THE NEW YOUR STATE ELECTRICAL CODE AND ALL LOCAL ORDINANCES AT THE CONTRACTORS EXPENSE. NEW 9"R=30 KRAFT FACED e 2 x 12 RAFTERS @ 16"O.C. ALL WIRING,SPLICES,CONDUIT AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE NATIONAL EXECTRICAL CODE,THE REUIREMENTS OF W o - BATT INSULATION AT CEILING. THE NATIONAL BOARD OF FIRE UNDERWRITERS AND THE NEW YORK STATE RESIDENTIAL ELECTRICAL CODE. • �. 1 -3/4"X 9-1/2"MICROLAM TYPICAL Tm � JOIST @ 16"O.C. 0 , 5) THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND VERIFY THE LOCATIONS OF ALL ELECTRICAL REQUIREMENTS WITH THE OWNER 0 3/4"PLYWOOD SUBFLOOR AT PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF ALL OOUTLETS,SWITCHES AND DEVICES AS INDICATED ON ATTIC. THE PLANS OR BY THE OWNER. THE CONSTRCTOR SHALL ALLOW FORTHE INSTALLATION OF ALL ROUGH-IN ELECTRICAL WORK PRIOR TO to NEW FASCIA TO MATCH EXISTING FINISHING ANY INTERIOR WALLS OR CEILINGS. THE ELECTRICAL SERVICE WILL INCLUDE FINAL CONNECTIONS TO ALL MECHANICAL O EQUIPMENT. ALL WORK SHALL BE PERFORMED BY EXPERIENCED TRADESMEN LICENSED TO PRACTICE IN THE STATE OF NEW YORK. -O TOP OF PLATE VENTED SOFFIT TO CODE PLUMBING NOTES: M • TWO LAYERS 5/8"FIRE RATED 1) ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALED AS PER NEW YORK STATE RESIDENTIAL CODE. GIPSUM WALLBOARD AT GARAGE. NEW SIDING NEW SIDING TO MATCH EXISTING � O ON TYVEK ON 1/2"PLYWOOD � TAPE& SPACKEL, 2) EXISTING SEPTIC SYSTEM SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE NEW PLUMBING.to O TO MATCH SHEETHING. TYPICAL O EXISTING. _. _ 3) IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION OF ANY PLUMBING RELATED WORK, PROVIDE ADEQUATE 2x6 STUDS @ 16"O.C. TYP.AT BRACING AND PLATES TO PROTECT ANS SECURE THE STRUCTURE. THE CONTRACTOR SHALL VERIFY WITH THE STATE CODE AND (� ALL EXTERIOR WALLS. MANUFACTURE'S RECOMMENDATIONS FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED. F� 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CCONNECTIONS OF THE NEW PLUMBING AND HEATING SYSTEMS TO THE EXISTING RESIDENCE AND SHALL PROVIDE A COMPLETE WORKING FULLY FUNCTIONING PLUMBING SYSTEM TO SERVE THE CONSTRUCTION AS SHOWN ON THE DRAWINGS. THE NEW PLUMBING SYSTEM SHALL BE DESIGNED BY A QUALIFIED DESIGNER IN ACCORDANCE WITH THE 4"2,500 psi CONCRETE PLATE DETAIL AND ANCHORING- REQUIREMENTS OF THE NEW YOURK STATE RESIDENTIAL PLUMBING CODE AT THE CONTRACTORS EXPENSE. W c 3 TOP OF FOUNDATION SLAB ON GRADE. :::ZSEE DETAIL# 1 SHEET A-3. AT GARAGE = Q V L c GRADE k. GRADE 1/2"PREMOLDED EXPANSION y �1 JOINT FILLER AT PERIMETER C? Z_ OF ALL CONCRETE SLABS. 8"3,000 psi CONCRETE FOUNDATION ON 8"x 16"CONTINUOUS CONCRETE j TOP OF FOOTING. TYPICAL FOOTING (6m;ILROSS SEC10010m Scale: 1/4" 1 g No O•' NEW ARCHITECTURAL GRADE ROOF SHINGLES ON 30#FELT ON 5/8"PLYWOOD ROOF SHEATHING.TYPICAL 2 x 12 RAFTERS @ 16"IO.C. 2x10 CEILING JOIST @ 16"O.C. TOP OF PLATE a GEE L OTES CONSTRUCTION NOTES: 6 2 x 12 RIDGE Q 1) THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN INTENT AND FRAMING DETAILS. THEY ARE INTENDED 00'1 2 x 12 RAFTERS @ 16"O.C. AS A CONSTRUCTION AID, NOT A SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING DOCES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A 1 -3/4"X 9-1/2"MICROLAM PROFESSIONALLY FINISHED STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. i 2 x 12 F.J.@ 16"O.C. JOIST @ 16"O.C. C 314"PLYWOOD 3/4"PLYWOOD SUBFLOOR AT C 2 x 8 LEDGER ATTIC. 2) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION MEETS CURRENT FEDERAL,STATE,COUNTY& LOCAL SUBFLOOR. 2x6 RAFTERS @ 16"O.C. CODES, ORDINANCES AND REGULATIONS,etc. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD BE TOP OF SUB-FLOOR ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TOP OF PLATE �i 1 W >r 3) DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. [DO NOT SCALE DRAWINGS]. `O '', •+ W 4)THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OF IMPLIED IN THE USE OF THESE PLANS. 49 e NEW SIDING J 5) REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. TO MATCH °D EXISTING. 6) THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND C 19APPLICABLE CODES. L 7) THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS BOOKCASES,SHELVING, PANTRY,CLOSETS&TRIMS,etc. O d! 8)WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. TOP OF SUB-FLOOR TOP OF FOUNDATION . ----- �� TOP OF FOUNDATION pd FOUNDATION NOTES: �lTOP-OF-GARAGEEOUNDATION „ C O °° B 1)THE GENERAL CONTRACTOR AND MASON TO REVIEW ALL PLANS, ELEVATIONS,SECTIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS OF GRADE FINISHED FLOORS ABOVE TYPICAL GRADE. Oca. a O 2) ALL FOOTINGS TO REST ON UNDISTURBED(VERGIN)SOIL.(MINIMUM SOIL STRENGTH AT 3,000 PSF.) 3) PROVIDE 1/2"EXPANSION JOIINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTING CONCRETE OR MASONRY WALLS OCCURING IN EXTERIORS OR °0 UNHEATED INTERIOR AREAS. ;r 4) ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STR4UCDTURES SHALL BE INSTALLED WITH#4 RE-BAR, 18"LONG AT 12"ON CENTER. USED APPROVED APPDXY TOR INSTALLATION. TOP OF 5) UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE TO BE 3,000 psi CONCRETE. CONCRETE SHALL BE PLACED ON 4 INCH THICK SAND OR GRAVEL FILL FOOTINGEl..j we WITH 6 x 6 WIRE MESH REINFORCEMENT. INTERIOR SLABE TO BE MINIMUM 3-1/2 INCH THICK. ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY Rpm WITH 6"MINIMUM LIFTS. V4,bff lux\MAP%w vs VS V%m Dom LAMW 6) DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS PER NEW YORK STATE RESIDENTIAL CODE. A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF THE EXTERIOR WALLS PRIOR TO BACKFILLING. Scale: 1/4" - V No O" 7) DRAINAGE SHLL COMPLY WI-rH SOUTHOLD TOWN CODE CHAPTER 236 FOR STORMWATER MANAGEMENT. Drawing: AP% ANN sh..s 0 5 of s WINDOW SCHEDULE 'A p WINDOW WINDOW ROUGH OPENING # TYPE MANUFACTURER MODEL # HEIGHT WIDTH NOTES PROVIDE CONTINUOUS KEDGE DOUBLE ANDERSEN TW 21042 4'-4-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG A ARCHITECTURE VENT TO CODE. TYPICAL HUNG B DOUBLE ANDERSEN TW 21042 4'-4-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG TOP OF RIDGE HUNG © DHUNGE ANDERSEN TW 21042 4'-4-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG )AKIES A.RICHTER DOUBLED REGISTERED ARCHITECT HUNG ANDERSEN TW 21042 4'-4-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG NEW ARCHITECTURAL GRADE DOUBLE ROOF SHINGLES ON 30#FELT EXISTING RESIDENCE a ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG , ON 5/i8"PLYWOOD ROOF BEYOND TO REMAIN HUNG4. c c p SHEATHING.TYPICAL - Q DOUBLE F ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG r 2 x 12 RIDGEHUNG r 2 x 12 RAFTERS @ 16"O.C. © DOUBLE ANDERSEN TW 270210 3'-0-7/8" 3'-0-118" TILT WASH DOUBLE HUNG NEW 9"R=30 KRAFT FACED 2x10 CEILING JOIST @ 16"O.C. HUNG •"� :c "" BATT INSULATION AT CEILING. DOUBLE ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG TYPICAL 1/2"PLYWOOD SUBFLOOR AT HUNG /�rr® 020V �- olr. ATTIC. a DHUNGE ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG NEW FASCIA TO MATCH EXISTING a DOUBLE ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG % HUNG TOP OF PLATE DOUBLE K ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG ❑ HUNG N VENTED SOFFIT TO CODE _._____ a DOUBLE ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG O �% NEW SIDING TO MATCH EXISTING VENTED SOFFIT TO CODE HUNG !-=1 ON TYVEK ON 1/2"PLYWOOD 3/4"PLYWOOD SUBFLOOR NEW SIDING TO MATCH EXISTING M DOUBLE N HUNG ANDERSEN TW 210410 5'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG =o SHEETHING. TYPICAL ON TYVEK ON 1/2"PLYWOOD ap 2x6 RAFTERS @ 16"O.C.W/2x8 LEDGER 2 x 12 FLOOR JOISTS @ 16"O.C. SHEETHING. TYPICAL OUNCE ANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8' TILT WASH DOUBLE HUNG O TYPICAL AT SECOND FLOOR 2x6 RAFTERS @ 16"O.C.W/2x8 LEDGER NEW ARCHITECTURAL GRADE — DOUBLE L V ROOF SHINGLES ON 30#FELT HUNGANDERSEN TW 210210 3'-0-7/8" 3'-0-1/8" TILT WASH DOUBLE HUNG NEW ARCHITECTURAL GRADE ON 5/8"PLYWOOD ROOF ROOF SHINGLES ON 30#FELT DOUBLE TILT WASH DOUBLE HUNG-REPLACE EXISTING DOOR A SHEATHING.TYPICAL ON 5/8"PLYWOOD ROOF HUNG ANDERSEN TW 2446 4'-8-7/8" 2'-6-1/8" & TRIM TO MATCH EXISTING FIRST FLOOR WINDOWS Iii M • TOP OF SUB-FLOOR SHEATHING.TYPICAL , TOP OF PLATE i 2-2x8 GIRDER � O HARDWOOD CEILING 16 GIRDER HARDWOOD CEILING 2-2x 2x6 C.J.@ 16"O.C. 2x6 C.J.@ 16"O.C. P = THREE-SEASON ROOM 2x8 LEDGER-THROUGH 2x8 LEDGER-THROUGH U) B ~, ENCLOSURE AS PER BOLTED TO BOX BEAM BOLTED TO BOX BEAM OWNER. WITH 1/2"DIA.CARRAGE3/4"PLYWOOD SUBFLOOR WITH 1/2"DIA.CARRAGE ■■ .. BOLTS AT 24"O.C. BOLTS AT 24"O.C. 2x6 HARDWOOD DECKING 2x6 HARDWOOD DECKING W ; 2x8 F.J.@ 16"OC 2x8 F.J.@ 16"OC TOP OF SUB-FLOOR TOP OF - - 2-2x8 BOX BEAM FOUNDATION 2x8 DROP GIRDER 2-2xffi BOX BEAM 2x8 DROP GIRDER 6x6 TREATED POST 6x6 TREATED POST 6x6 GALV POST ANCHOR 6x6 GALV POST ZGRADE 2 x 10 FLOOR JOISTS @ 16"O.C. ANCHOR GRADE TYPICAL AT FIRST FLOOR PLATE DETAIL AND ANCHORING- + 5/8"GALV.ANCHOR BOLT SEE DETAIL# 1 SHEET A-3. 5/8"GALV.ANCHOR BOLT r 12"DIAMETER 3,000 psi 12"DIAMETER 3,000 psi BOTTOM OF CONCRETE FOOTING. CONCRETE FOOTING. y• Y FOOTING 4"2,500 psi CONCRETE 0 SLAB ON GRADE. 8"31,000 psi CONCRETE FOUNDATION _BOTTOM_OF ON 8"x 16"CONTINUOUS CONCRETE 7 FOOTING.TYPICAL � FOOTING 1/2"PREMOLDED EXPANSION JOINT FILLER AT PERIMETER OF ALL CONCRETE SLABS. ®® ®® NEW GABLE END RETURN FRZME&TRIM TO MATCH 0 IS S F.C 7 0 0 M EXISTING. TYPICAL Scale: 1/4" = 1 ' - 0" _ NEW ARCHITECTURAL GRADE ROOF SHINGLES ON 30#FELTON DOOR SCHEDULE SHEAT PLYWOOD ROOF SHEATHING.TYPICAL � O DOOR DOOR MANUFACTURER MODEL # ROUGH OPENING NOTES �� C # TYPE HEIGHT WIDTH i1 I G 1 INSULATED ENTRY DOOR AS SELECTED BY OWNER O SWING 6'-10" 3'-4" PRE-HUNG, With 12"SIDE LITE 2 OVERHEAD 8'-4- 10"-4- OVERHEAD GARAGE DOOR AS SELECTED BY OWNER O INSULATED-With GARAGE DOOR OPENER S \ iuj O SWING 6'-10" 3'-,r INSULATED ENTRY DOOR AS SELECTED BY OWNER PRE-HUNG, With 12"SIDE LITE 0 D Who W OBASEMENT BILCO 6'.0- 5'.4' METAL-PRE-PAINTED NEW SIDING TO MATCH EXISTING 1( z ON TYVEK ON 1/2"PLYWOOD ��11��11�� OSLIDER ANDERSEN 61-10. 6'.4' VINYL CLAD THREE SEASON ROOM SHEETHING. TYPICAL A ��11 �O SWING 6'-10" 3'.4- INSULATED ENTRY DOOR AS SELECTED BY OWNER STORM&SCREEN DOORS Q PRE-HUNG STYLE AS SELECTED BY �I�u��' �u� O THREE SEASON ROOM SELECTED BY JOB JOB SEE MANUFACTURERS SPEC.&INSTRUCTIONS FOR OWNER = 19 7 SWING STORM&SCREEN DOORS OWNER INSTALLATION-PROVIDE FRAMING AS REQUIRED. I� �� Q Og SWING6'-10" 2'.8' PRE-HUNG, SOLID CORE W/WEATHER STRIPPING ® ® r POCKET 6'-10" 3'.2- PRE-HUNG, SOLID CORE-FRAME FOR POCKET O a POCKET 6'-10" 3'.2- PRE-HUNG, SOLID CORE-FRAME FOR POCKET N 11 SWING 6'-10" 2'-8- PRE-HUNG, HOLLOW CORE 0A CL II II � a O SWING 6'-10" 2'.8' PRE-HUNG, SOLID CORE, 1 HOUR FIRE RATED ® SWING 6'-10" 3'-2" PRE-HUNG, SOLID CORE, 1 HOUR FIRE RATED 1 SLIDER 6'-10" 6'.4- PRE-HUNG, HOLLOW CORE II II QOPEN 6'-10" 3'.2- FRAME&TRIM OPENING WITH OAK SADDLE lu SWING 6'-10" 3'.2- PRE-HUNG, SOLID CORE 4 FRENCHWING DOORS 6'-10" 6'.4" PRE-HUNG, HOLLOW CORE CORE Scale: 1/4" = V - 0" SLIDING 6'-10" 4'.4- PRE-HUNG, HOLLOW CORE SWING 6'-10" 2'.6' PRE-HUNG, HOLLOW CORE SWING 6'-10" 2'-8- PRE-HUNG, SOLID CORE Drawing: SWING 6'-10" 2'.8' PRE-HUNG, SOLID CORE BI-FOLD 6'-10" 2'-6" PRE-HUNG, LOUVERED sh..t 9 6 Of 8 I I I I ARCHITECTURE STRIP EXISTING ROOF MATERIAL AND JAMES A N1SNTEn INSTALL NEW ARCHITECTURAL GRADE REGISTERED ARCiIITECA ROOF SHINGLES ON 30#FELT ON 5/8^ PLYWOOD ROOF SHEATHING.TYPICAL CD'A - - - -- - � - -' •! ..- 1 ' - -.. i i� I � i r •fir � r F71 I _j L i I r - , i r - r I r r I I I „ EXISTING SIDING TO REMAIN I ; - - - - --- - - - - -- Co O PATCH EXISTING SIDING AND WINDOW TO MATCH - - TRIM NEW EXISTING. r r, „ L. V r co _ -- - - W 3 II II II II II II NEW WINDOW TO MATCH EXISTING II II I E II II II II II II L 0 0 M Scale: 1/4" _ V _ 0., I STRIP EXISTING ROOF MATERIAL AND INSTALL NEW ARCHITECTURAL GRADE ROOF SHINGLES ON 30#FELT ON 5/8^ PLYWOOD ROOF SHEATHING.TYPICAL �– I i i J _ I I I I, I i II r i I I I � ry n► O BEEN _ - - NEW ARCHITECTURAL GRADE ' ROOF SHINGLES ON 30#FELT -- ON 5/8^PLYWOOD ROOF �— - - - - --- -- - - - -.' - - - - - - -- - -- - SHEATHING.TYPICAL I� ui-- ------- - EXISTING SIDING TO REMAIN _ I sJ 61 i FE== --- -- -- -----__------ ____ -- - - --� - - - --- ---------- ------------------ NEW SIDING TO MATCH EXISTING � ON TYVEK ON 1/2^PLYWOOD .- -- - - - - ---- - - - - - --- - _.. - SHEETHING. TYPICAL � a C CoLl Li u —1 11 11 .. °o, m04� J IL O i -=----=---------------- ------ —��-- I I III I I I I I I I I I 111 I i t I I I I I I I I I THREE SEASON ROOM L J J STORM 8 SCREEN DOORS STYLE AS SELECTED BY OWNER II II II it El Em 5 7 E L E V A4 � 0 0 M - Drawing: Scale: 1/4" = V - 0" sh..t a M a FRAMING NOTES: AID 1) ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT S.B.0 HIGH WIND EDITION WOOD FRAMING CONSTRUCTION MANUAL. 2 -2x8 - CCA - Box Bam 2) UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DOUGLAS FIR. =f �� 3) FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES ON CENTER UNLESS OTHERWISE NOTED.FRI RCHITECTURE 4) UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2 BTR. DOUGLAS FIR. BEARING WALL HEADERS TO HAVE MINIMUM OF (2)JACK STUDS AND TWO 2x8liDrop Girder I FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS AND GIRDERS TO HAVE(3)JACK STUDS AND(2)FULL STUDS ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x6 WALL OPENINGS. PROVIDE FIRE STOP AND SOLID BLOCKING WHERE APPLICABLE. I! I h: 5) ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS&GIRDERS. lACES A.RICHTER j 6) DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALLS AND UNDER BATHTUB. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY. R (� h 7) PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0-ON CENTER. USE SOLID BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. EGISTERED ARCIIITECT li I I liii 8) PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS NEEDED. i II I9) UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2"THICK,4-PLY FIR CDX EXTERIOR GRADE PLYWOOD SHEATHING. PLYWOOD TO COVER OVER ALL 2 X 8 - DECK JOISTS @ 166 O. ( I PLATES AND HEADERS. �VkF-D A 10) UNLESS OTHERWISE NOTED, USE 314"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL 400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED I I I ! I FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS AND SPECIFICATIONS. �T% FGA 11) ALL BATHROOM WALLS TO HAVE 1/2"THICK MOISTURE-RESISTANT GYPSUM WALLBOARD. GARAGE WALLS AND CEILINGS AND OVER FURNACE TO HAVE TWO LAYERS OF 5/8" THICK TYPE-X GYPSUM WALLBOARD. ALL OTHER PARTS OF BUILDING TO HAVE REGULAR 1/2"GYPSUM WALLBOARD. ALL WALLS TO BE TAPED,SPACKLED S PAINTED. p� 12) ALL ROOFING SHALL BE INSTALLED WITH A N ICE 8 WATER SHIELD OR APPROVED EQUAL. , s. 13) ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE ! I I � II - 1; x10-C_ _A I!ATED_L GE _ SHIELD OR APPROVED EQUAL. / 2x8 !IC C A TkEAtED GIRDER-IEACh SIDE lu 2110 FL OR OI TS 16"O.C: d ------------ -- --- -- --- -- - ----_ — �i ------ --- ----— _-- -- 2A Drop G rder O H C4 16- K_ -- ---- ---- _ __2 2x-8 C C7A—Box Beam 4-1 I I ! ---------- I ---- 2 GIRDER � �- � � L V I frai i! -0- -- ------ ---- - - I 'j I O !' UN-EXCAVATED -- - � j QI O cn SLAB ON GRADE 1•0 _� a �. I P LLO 'I aL NCL i J d H _ z o o 0 z j 'N �' O !C W R .. M --=N- LL O 2x8 LEDGER N V - I W 2 �a l M — --- — _--- - ---- - - F_ P— F! x m� _�- LLI p -2 x 12 - FLOOR JOISTS @ 16- O.C. M 3 -2x10 Floor Joist ! ! 0 - f ---- — � 0 NOTE: See Section "C-C" X; -- on Sheet A-5 for Second _; �_ ----- -- Floor Ceiling & Roof Framing XX 9 N -- - 6" DIAMETER STEEL LALLY I ---- --- -- _- ---- --- � ----- COLUMN WITH 8x8x1/4" ! I STEEL TOP & BOTTOM PLATES - - -- I z s = I m W 4 ---------- 2 10 - C C A TREATED LEDGER ,I �j j I fx m; moi' ! 1 '0 W �I m` m 01 `_ N ----------- :: -- 2 8 DE K JOISTS C 6- .C. i S LID BL CKI G k g, , X�i o Q C N - - ---- ---- -- N J V N UN-EXCAVATED x8 Drop!Gu -------- --- SLAB ON GRADE — I��®=3.228 Box Beam _ (I 3 -2x12 - FLOOR J&ST BELOW os , -PARALLEL=PARTIT�bN-ABOVE H x _ _ _ _ - - - - - = f= = = _- = - - _ A z _ ! — M � .. ---- --- f X ;I FLOOR JOISTS @ 16- ISI I 0� - --- -------- -- — -- Rj I �I16m W LL -- ----- ---- W I naz 2x8 - LEbGER I J SOLID BLOC IN C I Q Scale: /��■■ = ■ - O■■ - I- — _ 04 o �. i O a if. ck x8 GIRDER 0 0 A LIL_L_I I a 2 O Drawing: Scale: '1 /4" - '� ■ _ ®■■ Sheet 8 8 of 8