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HomeMy WebLinkAbout41303-Z rr== Town of Southold 6/27/2018 P.O.Box 1179 0 co 53095 Main Rd o4p`�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39738 Date: 6/27/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 6130 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2017 pursuant to which Building Permit No. 41303 dated 1/23/2017 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: NON-HABITABLE,UNHEATED ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Froehlich,William&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41303 06-18-2018 PLUMBERS CERTIFICATION DATED A riz ignature lam'/ I o�g��atIre" TOWN OF SOUTHOLD �. BUILDING DEPARTMENT Ca z TOWN CLERK'S OFFICE v� o 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#: 41303 Date: 1/23/2017 Permission is hereby granted to: Froehlich, William &Anne 6130 Peconic Bay Blvd Laurel, NY 11948 To: construct accessory garage as applied for. At premises located at: 6130 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-2-6 Pursuant to application dated 1/13/2017 and approved by the Building Inspector. To expire on 7/25/2018. Fees: ACCESSORY $396.00 CO -ACCESSORY BUILDING $50.00 Total: $446.00 uilding Inspector 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: P House No. / Stnjet / Hamlet Owner or Owners of Property: G �lre L,, — k Suffolk County Tax Map No 1000, Section O2� Block Lot �o Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (che e) Fee Submitted: $ A icdnt Signature �' OF S0�/T�oC � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 iQ roger.rich erKD-town.southold.ny.us Southold,NY 11971-0959 Q lycOUNT`I,�� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. William Froehlich Address: 6130 Great Peconic Bay Blvd. city,Laurel st: New York zip: 11948 Building Permit#: 42563 & 41303 Section 128 Block- 2 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: A- OK Electric LLC License No: 44245-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300A Heat Duplec Recpt 1 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel 30A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 7 Twist Lock Exit Fixtures 9 TVSS Other Equipment: BP#42563 - Service. BP# 41303 - Accessory Garage, 300A Underground Service. Notes* r' Inspector Signature: Date: May 8, 2018 0-Cert Electrical Compliance Form.xls MO" gSOUIyo COUNi'l 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: W& oV DATE INSPECTOR = Of SOpTyo cou �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: 1 1 DATE INSPECTOR _%Q001 1 S0U TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING �jZFINAL f'nn� e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOTION [ CAULKING REMARKS: lA��ahncl CN% t& I pi IDYI DATE di 6KEINSPECTOR X12 SOF SOUIy # # TOWN OF SOUTHOLD BUILDING DEPT. Ulm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION 4ft. FRAMING /STRAPPING [ FINAL 4e, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0:!Hl fe ir 1�ep DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ C FOUNDATION (2ND) z H ROUGH FRAMING& PLUMBING H P ' r INSULATION PER N.Y. STATE ENERGY CODE i SWn FINAL ADDITIONAL COM ENTS e, L-') 7 / .w � � m Z � O z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 1 Flood Permit Examined ,'20 I Single&Separate Storm-Water Assessment Form Contact: Approved 20_0 Mail to: Disapproved a/c Phone o 3 31 If 582 Expiration t> ,20- nr,D D a�LE 1 in hspector . 7 JAN 1 3 2011 APPLICATION FOR BUILDING PERMIT Date H3 , 20 l $UILDING DEPT. INSTRUCTIONS TO 1 OF SOUTHOLD a. �s application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of _ issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY'MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town'of Southold, Suffolk County,New York, and other applicabl Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or de 011' herein described. e applicant agrees to comply with all applicable laws, ordinances,building code,housing coderegulations,and to a it authorized inspectors on premises and in building for necessary inspections. (Signatur of it or name,if a orporation) (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1� (As on t e tax'roll or latest deed) If applicant is a-corporatioin,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. Lo tion of land ohich proposed work wi e do e:ry C House Number Street Hamlet County Tax Map No. 1000 Section IC)-(? 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 occupancy b. Intended use and occupancy r Ad, 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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of 1�,e' ` ke =' ° ° 1-°j1 ` 8. Dimensions of entire new construction: Front Rear Deph: r� ! Height Number of Stories 9. Size of lot: Front Rear Depth17 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 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 NOY; * 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 i * 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 Notary Public,State of New York (S)He is the No.01 BU61 85050 (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 1a,2_ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this j �^� 4) day of v1 I-` 20J i Notary Public ignature of Applicant Scott A. Russell ��° �v� STORIM[WAI IER, SUPERVISOR C IMIA NA(G IEMUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ,, )PROJ]ECT INVOLVE ANY OF Tlrl[lE lF®LL®W)(NC:- Yes No (CHECK ALL THAT APPLY) ❑QA. Clearing, grubbing,,grading or stripping of land which affects more than 5;000 square feet of ground surface. 1i E36 B. Excavation or filling.,involving more than 200 cubic yards.'of material- 11' ithin any parcel,or any contiguous area. til ❑ C. Site, preparation on slopes which exceed;10jeet vertical;`r_'se to -tOO feet of horizontal distance. [10"-D. Site preparation within,10 0 feet of wetlands, beach, bluff"'or coastal ,"--'erosion hazard area. ❑[] Site preparation within the one-hundred-year f loodplain as depicted an FIRM Ma of.an watercourse. P.. y ❑[a-<Installation of:new or resurfaced impervious surfaces'of 1;000 squafe feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional, kgenit,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME 00- C)6 /f o Rind Section Block Lot `5i `�� ) V�9 **** FOR BUILDING DEPARTMENT USE ONLY **** Contact Informati n. �l f �s? fffthon,N—bh d Reviewed By: Date_ Property Addre /Location of Constructio — — Work: — — — — — — — — — — — _ _ �Gl�G�I / ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. i i ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 - - 17. 30 3 APPLICANT S C.T.M *: ---1000 suFFq CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — 00 k Stormwater Management Control Plan CHECK LIST NAME � $tC Section Block Lot S M C P. -Plan Requirements. Provide ONE copy of the Building Permit Application. Ple —o ase.Prin;207t ' Date:` " *=The applicant must provide a Complete Explanation and/or Reason for not providing �� dS ---3 all Information that has been Required by the following Checklistl [Aa,r TeI pha N-1., - 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 - 00 b. Total Site Acreage. 00 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 Sod Characteristics&Depth to Ground Water, 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 0 0 f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) g. Location of all existing & proposed structures, roads, - �� driveways, sidewalks, drainage improvements & utilities, , _ h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 71 I. Location of proposed Swimming Pool and discharge ring. 00 J Location of proposed Soil Stockpile Area(s). DRAINAGE INSPECTIONS k. Location of proposed Construction Entrance/Staging Area(s). �0 contact TOS Engin ering at 765- 1. Location of proposed concrete washout area(s). Provide Engineer's Certi i n— M. Location of all proposed erosion&sediment control measures. 0Othatthe as been installed e• nn -I 2. Stormwater Management Control Plan must include Calculations-showing - V i 2-8 that the stormwater improvements are sized to capture,store,and infiltrate- on-site the run-off from all impervious surfaces generated by a two(2")inch 00 EROSION &SEDIBUUa rainfall/storm event. = _'- � � Shall include mited to. TOWN OF 4 iT 3 Details&Sectional Drawings for stormwater practices are required for approval. A well Items requiring details shall include but not be limited to:- '- Wir trance, a. Erosion & Sediment Controls. - �0 - stabilization ion & b. Construction Entrance&Site Access. �0� - d419 of or inactive soils. c Inlet Drainage Structures (e g catch basins,trench drains,etc) 0 d. LeachingStructures (e .infiltration basins,swales,etc.)_- 0� L GINEER G EPA ENT USE ONLY * Additional Information is Required. Stormwater Management Control Plan is Not Complete. . - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2)14 S !' BUILDING DEPARTMENT-Electrical Ins ector TOWN OF SOUTHOLD D W77, Town Hall Annex- 54375 Main Road - F ox 1179 DD, Southold, New York 11971-0 ®®pp 1 3 2018 Telephone (631) 765-1802 FAX(631) 765-95� rocler.richert(d}_town.southold.ny.us _ APPLICATION FOR ELECTRICAL INSPECTION TOWNOF SOUTHOLD REQUESTED BY: G, -J Date: Company Name: cJ Name: !' License No.: q a _ email: (o( C' AQd> ,Cpn&, Address: N ari, ����t•� -�i�le. t Phone No.: JOB SITE INFORMATION: (All Information Required) t.Name: L G�� r-c oevAk Address: Re'" RUA Levr2l u 'As Cross Street: r Phone No.: 3 t`-�- 409"39 _ Bldg.Permit#: email: � ,��si1 -42 C,nna.c fly, Tax Ma District: 1000 Section: a Block: Lot: BRIEF DES_CR_I_PTION_OF WORK(Please Print Clearly) Ll Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: a/ NO Issued On Temp Information' (All information required) Service Size 3 Ph Size: 3 Q c� A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected 6der roup - Overhead #Underground Laterals 2 _QEra g e Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V �� 82-Request for Inspection Form As 1 oCx G Town Hall Annex Telephone(631-1802 54375 Main Road ? fi. Fax(631) 734-9502 R O. Box 1179 N �T Southold, NY 11971-0959 411 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: _ Owner-- Location wner:Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential s(ructure Rehabilitation to an existing residential structure to be constructed or.performed at the.subject prgperty reference above will rttilize (check applicable line): Truss type construction (TT). Pre-engineered wood construction.(PW) Timber construction (TC-) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roo K ming (FR Signature: G Name (person submitting this form): " Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Ffferfive 1!112015 6" DIAMETER REFLECTIVE-REO- - ---- - - - - ---- ------- --- - - . - - -_.--- -- - -- --- ----- FAf�T REU ROMAN ALPHANUMERIC - - _ - - - - -- -----13 ES IGNATI OKI-OF CO-&TS t rtU%TiCo)N (PMS) #187 _ TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE I r2`1 STROKE ---- .. •-- - •-- �ilE�StOAt�C'�t'111t�P'O�-S'T'ft(9L'1`[i-ftAt- t. ._ _._.__:_.:____._-----•'------ ,•'- --- COMPONENTS?HAT ARS OF . TRUSS CONSTRUCTION ' "F" FLOOR FRAMING,fR,Cl_UDING _- GIRDEF Atft13 BE.AM,S.• , "R" ROOF FRAMING ~ "FR" FLOOR AND ROOF#RAMIFEG TRUSS lDB\fnRCPdl.CN-SIGN -mss olvtsra� E q\N4'I_E TRUSS IDE"F cAwN SIGN -DAT -ONO X2005 '--- - - NEW YORK STATE,ATE DEPARMENT OF STATE DIVISION OF CODE ENFORCEMENT .I _ . AND ADMINISTRATION- YueN7ru�C�i SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-06 SCALE 1 "=30' AUGUST 109 2015 APRIL 8, 2016 PROPOSED GARAGE JANUARY 2, 2017 ADD PROPOSED GARAGE 0 AREA = 21 ,907 sq. ft. 0.503 ac. G p Lp 01 O �O �2 C o GGA• � \�O DRAINAGE SYSTEM CALCULATIONS: ROOF AREA PROP. GARAGE) • 740 sq. ft. \ 740 sq. ft. X 0.17 = 125.8 cu. ft. n 20Q:: :: " 125.8 cu. ft. / 42.2 = 3.0 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS C13'' PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: N10m.d ..... O o`FRy E9p�/\ • PO�'E ° oz- \ Cp`y m • ° o�\ WOOL MP o L C•3 r� 5'\ C� r mac" •' ' ' �+\' FEN E Com\ OG � o .Z • \ G pO�E ) G \ • a. �G� kS f�GE 1 ENC6 1�_i GpNC• �ZE' .• NI GONEp51 g 1 3LA , � ` 5a X23 r'• \ �� �, � I w y Ln 2� LA O O �. aou o UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY A ;ro EO 55 SECTION 7209 OFSTHE VNEWTION YORKO STATE A D ENP�R�N EDUCATION LAW. u! \ COPIES OF THIS SURVEY MAP NOT BEARING 5�EP5 fN \ THE LAND SURVEYOR'S INKED SEAL " EMBOSSED SEAL SHALL NOT BE CONSIDERED 0,._Coo GER TO BE A VALID TRUE COPY. ' \ N CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND OSE. 00 TO THE ASSIGNEES OF THE LENDING INSTI- �" \ �9 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS top OF �� oS� o AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM 5 gJ�KN PµK o Qg STANDARDS FOR TITLE SURVEYS AS ESTABLISHED (_)A ' s P'(Vs �c� FOR TSUCHI USE BYNTTHEPNEWVYORKED NSTATDEO LAND 0 9E 06 o� 4 TITLE ASSOCIATION. ---- ,44 P 2 WOOD 61 �ry���P C) CSO• ry. Co Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jomesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-06 SCALE 1 "=30' AUGUST 109 2015 ( , APRIL 8, 2016 PROPOSED GARAGE JANUARY 2, 2017 ADD PROPOSED GARAGE FEBRUARY 20, 2017 STAKE PROPOSED GARAGE ® NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before AREA = 21 ,907 sq. ft. r- Backfill, OR Provide Engineer's Certification 0.503 ac. YS' /� that the drainage has been installed to Code. NOTES: \ �� ":• "° •�QP���� �G't�` '�' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O Q EROSION &SEDIMENT CONTROLS EXISTING ELEVATIONS ARE SHOWN THUS:XMX C.FL- GARAGE FLOOR <<; a Shall include but not be limited to: o.z A well maintained Construction Entrance, APPROVAL OF STOR ATER MANAGEMENT . • .� °�$ P� of CO TrR,0L LA, -T w Code a 36 o�., Wire Backed Silt Fencing, stabilization & Date: Zp Q D� �O'� \ �;�� N Seeding of exposed and/or inactive soils. W Approv d by: (f\ o � .•'C JAG• ' 0k'GJ Sj 0 A DRAINAGE SYSTEM CALCULATIONS: �5 ROOF AREA PROP. GARAGE) • 868 sq. ft. 868 sq. ft. X 0.17 = 147.6 cu. ft. tPe 20 0' 147.6 cu. ft. / 22.3 = 6.6 vertical ft. of 6' dia. leaching pool required �5 a::c::::::. PROVIDE (2) 6' dia. X 4' high STORM DRAIN RINGS (8 vertical ft.) CP 1,52 Ln \ PROPOSED 6' DIA. X 8' DEEP DRYWELL FOR ROOF RUN-OFF ARE SHOWN THUS: �f' 1 lz '; p .::a::;:;:. g 2 O' AgP ' FINISHED GRADE ELEV. 16.5' •, • Un�5 7 CONC. COVER o c M -p B"TRAFFIC BEARING SLAB E ELEV. 14 7' Rye '. • "N, .f- " p\E 2 4' OR 6' PVC PIPE 9 \ FROM GUTTER DRAINS 6'-0' 3'-0' LEACHING RINGS (min.) a • SAND o REINFORCED PRECAST CONC. CLEAN AROUND b '\OL m 4000 PSI ® 28 DAYS tP 4" ' MIN. BOTTOM o G ' AO coo MP ELEV. 6.0' •'� p GROUND WATER T NEW STORMWATER UNIT \ s r (NOT TO SCALE) a`^ N a. '.. 0 7;-ftl � Aa • \ 'f G O G i \ ENCE co RC. 2 • I \ G°N i 61 AN.gw 9 N T d t�N 0 N 0� lop ° PO 32.6 - UNAUTHORIZED ALTERATION OR ADDITION * o TO THIS SURVEY IS A VIOLATION OF �a Ep 55 SECTION 7209 OF THE NEW YORK STATE DEACV EDUCATION LAW. •' . COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR A\ 5000°� fN \ EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 9�E. CQ TO THE ASSIGNEES OF THE LENDING INSTI- t ) \ A. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. O of gPNK \ �t� THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. R 0 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY�1 N°°O p(ER� � ��� FORTHE SUCHI USE BYNDHAP�r1(o K STAT NOED N 9 �0 0v �� TITLE ASSOCIATION. ",� OF �ti NO N.Y.S. Lic. No. 50467 Nathan Taft Corrin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 REVISIONS .. 1 2 APPROVED AS NOTED 3 " DATE: a.P.# 4 FEE: ZA NIOTTY BUILDING DEPA AT -5 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 6 N/0/F �� 1. FOUNDATION - T ,'0 REQU'r:D '7 AA MARY T. HOEL TZEL FOR POURED CONCRETE 'O o E� 2. ROUGH - FRAMING & PLUt`"Bi dG xl �y 3. INSULATION 8 <� W �� 4. FINAL - CONSTRUCTION MUST g o� o r; BE COMPLETE FOR C.O. S 19023 '50" E IstMG BURIED GAS LME a w O , 06 pALL �.` o Y "'yam oh �o°� REQU REMENTSTOF THE CODES OF NE!ION SHALL MEET TH 10 00 o 4 2 4.3 9 o o o c�w w �� r� YORK STATE. NOT RESPONSIBLE FOf �o -0"FRONT YARD SET BACK U Q z �@ M- 1 U Lei J 1 STORY BRICK HOUSE z> _ r2 �� FENCE DESIGN OR CONSTRUCTION ERROR, OVERHEAD Z o a m (D WIRES 0.1'N. 0.4'E. _ _.. .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. - �`' � HEDGE FENCE CKET caw / o °' °� .�r_ PNCE _.._.._.._.._. _.._.._.._.. N �in V" m� O� �� 0.7'E. Lnj _.._._. _ _ _ - ITH ALL CODES OF CON o� _ - ------- '�; 1.8'w. ti o NEW YOR STATE & OWN CODES OVERHEAD WI S Y� � ��� AS REQ AND CONDITIONS OF - a i sr _-_ .7- -- - 8 ---' CL' s'�`J 2 �� ._..-..-•• srsv —cv7 Z W � 6 -----__-- W Iel sr�—_� -- o _ - — O~ _--------- --_ _ r�ni mt rnr n Tnruu inn r- sr -- Q PROPOSED /�p/ � --.._._•-- ----•-----------•---•----•-•- •- ----------------- ---•e.o---- - ----_---------.-..._..._.............-•-•---••-•-•---------•-----•-•--...__.__...._.__.._..____-_...._._.__........._....-•----_--______._•_._._._--------------•--------------- - --- - - ---- ------ -- -- •-----.__•----- ------------- '"---- — PeR — 1 •_� 1-f«/I VVFD fit` s6�S sr�_sr�—G sb�—._sv�—_sr —_sr -- ----'------------ ___.—___— ------------------------------- -- ---------------------------------------- _ (` --28---- -- -- _- - LOCATION OF NEW CRETE APRON s° G—s�� BURIED GAS LINE - -�1 II}- - 28.3, 10.3' Y o W m �- s^•y sr� sv�—sr�— ;' p� DRYUIELL,SEE s9—sN - G---SrD—s v �- ENCLOSED Z Q Q sv�—S" W ai Z CALCULATIONS , (303.2' PORCH SLATE 00 Y Y o - TRUSTEES �� FOR SIZE \ w Za ° M = WALK `L Q cn � N O - CJ Q ." _; c 1 —1�2 STORY o 0,��'� 1\ OaQ �S� 0 ' 3-2 Lu FRAME HOUSE oo a o� o =z c u G QEMEMEN -•--------•------------•------------ - :�:...... - ..._. _._.-_W_R.._ F Q _- ------------------ - - --- —_ _ _ _ -_ --- --------------•------------- __- __-__— ___—_ _ --- --------------•-•J _�_— _ --- -- r7 0 a � o W F• ;C23 T C3 ° LrI � `9 • _ Z ��REs• '% 38.3' r D.I OCCUPANCY OR in � �.o�v� EARTH DRIVEWAY �R��P�, 00 10.3 ��U) RETAIN STORM l DATER RUNOFF CCU � a Lu Z In o W v o� PURSUANT TO CHAPTER 236 z o USE IS UN - _ LAW _.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.. N CODE. _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. OUTSIDE =w y. OF TtiE TOW F _ Q 3 `� OVERHEAD WIRES UTILITY POLE UY - SHOWER Ja? ��c' m z LL O ROW OF TREES G - - HEDGE BLOCK m T WITHOUT CERTIFICATE o1.2 NYT 49B WIRE HE O S - PLANTERIn OF OCCUPANCY Q z C W > » T DRIVEWAY 3 403. 22' y z g ul O I-- z o : e ASPHALT RESIDENCE _ W =N 19 5820 W ��5 I5-t0B SIDE YARD NOlscti-I GETATION, \—EXISTM No c+�AN�E a = z _ z Q �� o Insp—CTION REQUIRED Q W u ~ 3H- � oQo3 SITE PLANRTH DRIVEWAEXISTINGY REMAM, ���\�P N/0/F SCALE:1" =20"-0" 2� NO C 44GE ° MICHELLE A VENTEA U PROVIDE 5/80"ANCHOR BOLTS @ 6'-0"O.C. y Cep ° 'S MAX.,V-0"FROM EACH CORNER,NO LESS �6L��...r PLACARDN'S R�,QU: �® THAN 2 PER SILL,AS PER CODE.BOLTS SHALL F77EXTEND A MINIMUM OF 7"INTO CONCRETE o (TYPICAL) 4 ' INSTALL SIMPSON STRONG-TIE U N 101 20' 4ol #LBPS5/8 BEARING PLATE @ CORNER STUD CONNECTED TO EACH ANCHOR BOLT TRANSFER SHEAR 2 16d COMMON NA I L I NO SCHEDULE PICAL) CORNER STUD CONNECTED TO ( ) TABLE 3.1 FROM WFGM FOR OIC AND TYVO FAMILY DN�LLINBS (140 mph wMd.peen) e TRANSFER SHEAR(2)16d NAIL @ 6"O.C. VERTICALLY MA43M OF NL#43M of NAIL ® o COMMON NAIL @ 6"O.C. SIMPSON PHD2-SDS3 COMMON NAIL BOX NAIL SPACING RE74/.Rlcg a VERTICALLY U RooF r�xAMINB 17/8„ ° e PRE-DEFLECTED G o ` HOLDOWN.FASTEN WITH SIMPSON HDU2-2DS2.5 BUILDING&SITE STATISTICS ►¢after to r Plate cYoe-hall" 5-6d 5-10d rafter 10 SDS 1 4 x 3 WOOD PRE-DEFLECTED HOEDOWN. ( ) / �► ITEM EXISTING PROPOSED TOTAL Getl Jbtet to r Plate(Toe♦►alled) �-8d !S-IOd rafter FASTEN WITH(6)SDS 1/4"x 2 SCREWS,SEE PLAN FOR LOT AREA ! 11,90id SQ F7 NO CHANGE Gell Joist to Parallel Rafter(Pace-nalloW 6-Iba '►-4od each I �r e LOCATIONS. •. ccs -r Gell Joist over Partition(Face-nallee� 6-16d "I� �,I __ 1/2 WOOD SCREWS,SEE oe W ,- `, ��- ._ CNW 5/8 PLAN FOR LOCATIONS. e CONCRETE SLAB O Collar Tie to Rafter(Pace-nalleaU s-1od s-tod tie COUPLER NUT PLYWOOD SHEATHING e �� u�` o r O FRINCIPAI.8UI1DMCs FOOTPIZIM t IrbFi°,G1 FT NO G-IANGE ALLOWABLE a i j b� BI to Barter(Yoe-nattec� 2-bd 2-10a cad,end _ LOT CO ED GARAGE 140 Rim Board to Rafter(7 nd-nallow 2-Ibd S-I6a each end _ TENSION 7900) I I LOT COVERAGE 13'1 7G 10.15� _ T Plate to T Plate(Pace-nall@4 2-I6d I� 2-I6d foot — ° 5/8"-THREADED JJJJ� 4 T Plates or Intersections(Pace-rwllecU 4-16a s-Iba tnterooeh.►de o BOLT 8"INTO 'Al. Stud to Stud(l=ace-vaned) 2-I6d 2-Ibd 24.0.0. ° CONCRETE(MIN) Al Header to Header ft"-�►atloW 160 16D Ib'OG.ai s o° • \ a - I.- :.= U J�G�G � �G 11�C fi��C�U I fiZ�M�1�Ts r OF Bottom Plate to ga,a(5,d�,aneaU 5-16a 5-40a stun o °oo FOUNDATION WALL WOOD FRAME Bottom Plate to Floor Joist,Bond joist,End joist + 20 6AU6E COIL STRAP. ROUGH OPENING 51 ZE NUMBER REQU I RED B1oc1cki��QGe"�'►'°`� 2-I6a 2-16a per foot ° v u STRAP TO BEAR 12'ON 57W LESS THAN 64" OPG 2J $ 2K MIN, 2 STRAPS (EACH END) SLAB � (3)NAILS EACH END EYP) 64" TO Q6" OPG 5J $ 2K MIN, 5 STRAPS (EACH END) Joist to gill Top Plate or Bir•der►roe-atlea) 4-6d 4-10d per Joist DETAILOF ANCHOR BOLT DETAILOF CORNER STUD HOLD DOWNq6" TO 158" OP6 4J $ 2K MIN, 4 STRAPS (EACH END) Bridging to Joist(roe-nall" 2-Dd 2-10d each endr� �� �� Blocw,g to Joist troe-nalloW 2-6d 2_IOd each end NOT TO SCALE NOT TO SCALE V 158 TO 170 OP6 5J $ 2K MIN, 5 5TRAP5 (EACH END) �-•( o 4 Blocking to gill or Top Plate(roe-called) 5-I6d 4-16d each block �1 Ledger gulp to Beam(Face-natl&W 5-I6a 4-16a each Joist w ., U SILL PLATES ON ALL WINDOWS TO BE DOUBLED Joist an to Beam(roe-nalled) a-ad 5-10a ►st Q cu Band Joist to Joist(End- ailed) 3-16d 4-I6d joist O '>� Z 'V ROOF RAFTE + u z Band Joist to Joist(Toe-nanecU 2-16a S-16d per foot •{•� rN ' m" oz — ROOF St EATHIMB U Cc cz .�trvctural Panels bd led gee Diagram TOP PLATES 0 W CEILIN&SiEATHINO 00 Bpsum Wallboard I In'drywall screws I In'drywall screws T edge/10'fleid wei i SHEATH Cn WOOD POST Structural Panels bd IOd gee Diagram Wallboard I in, ll screws 1 1/2' II screws ?' eypsum drywa d-yra edge/lo'(tela MTS12(1410d NAILS) • p INSTALL STRAP AT EVERY • [/��iV� I {J.�{}'�/`/�'�] Structural Panels I•or ess bd led b'edge/12'rleld RAFTER TO STUD ' • • 2E51 �+ , ` LO, •r v Structural Panels eater than I• 10d 16d 6' /6-rely CONNECTION SIMPSON STRONG-TIE A8U44 FOR 4 x 4 POST NAILED W/12-16d ALL FLOORS LL+DL 60 PSF (L/560) @ ROOF RAFTER TO NAILS W/2'MINIMUM SIDE Gam ATTIC, LL+DL 50 P5F (L/240) _ ° D E T A I L�TUD WALL STRAPPING 2"AIR SPACE rW ROOF (ASPHALT SHINGLES) LL+DL 50 PSF (L/240) WOOD STUD SIMPSON STRONG-TIE °e NOT TO SCALE CUT BACK PLYWOOD AS �fU CSI6 PROVIDE @ 16 OC. e LEEND 3 NGTH CAP SHINGLE REQUIRED FOR PROPER °p (2-0 O.C.MAXIMUM) ° VENTILATION W COR-A-VENT RIDGE 0 OOgdQ CONCRETE FOOTING AROUND BUILDING END °° PANEL SPANS UP TO 4'-0' VENT V-400 OR AS SUBFLOOR LENGTH= 14"GAGE=16 I• Ib'MAX REQUIRED SHEATHING W/ 30#FELT F-•( DETAIL CUT LENGTH=CLEAR e 4 WOOD POST TO FOUNDATION FLOOR JOIST SPAN+30" FASTENERS= — — W O 28 8d 3"ROOFING NAILS o NOT TO SCALE ,, INSTALL SIMPSON STRONG-TIE ��— — —�-�I �.c U �' ' CSI6 COILED STRAP @EVERY I ROOF SHINGLE " NAILS NAILED WITH(26)8d SPAN 4 �� � � I� � O � m SIMPSON GALVANIZED U U o LST-A30 STRAP TIE AT I I I EACH ROOF RAFTER TO DOUBLE A.C.Q.PLATES ¢ I I I W p, FOUNDATION WALL I I INSTALL W/RIDGE CONNECTION. 22TIO • I FASTENER,HALF ON INSTALL SIMPSON STRONG-TIE EACH END OF THE STRAP O #ETP-4 CONNECTOR AT CUT WOOD HEADER .\ E� LENGTH MIDPOINT OF STUD SPACING. LENGTH I I I( � RAFTER P4 '00 _T NAILED W/ (12)8d x 11/2" ° III I I RIDGE �� e • INSTALL SIMPSON STRONG-TIE PROVIDE MINIMUM 1" #LBPS5/8 BEARING PLATE @ END DISTANCE o DETAIL CODE COMPLIANCE SIMPSON STRUNG-TIE BC 4 P05T YEACH ANCHOR BOLT OF RIDGE VENT &STRAPPING DETAILS&SITE PLAN GAP NAILED W/12-I6d NAILS (TYPICAL) EQUAL NUMBER OF ae WOOD POST NAILS IN EACH END - 5 ANCHOR BOLT @ TYPICAL WINDBORNE SCALE:11/211=1'-0" P HEADER OUNOTETAILOF SILL PLATE TO STUD STRAPPING ®2ND FLOOR TO FIRST C� DETAIL DEBRIS STORM PANEL DATE: 12/18/16 I L WOOD OST ToDETAIL FLOOR WALL CONNECTION J NOT TO SCALE rr OB#8 NOT TO SCALE PANEL SPANS FROM 6-0" - 8-0 T 16 49 SCREW 5PAGIN5 NOT TO EXCEED 12" OG REVISIONS .. 1 WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 12/18/2016 ROOF HATER CALCULATIONS UNIT LOCATION SIZE(APPROZIMATE) MANUFACTURER STYLE MODEL# NOTES LINE OF UNDERGROUND PIPING FROM ROOF 2 DMION FOR A 5TORM DRAIN 5Y5TEM SERVIN6 A ROOF AREA OF: 861 sq,ft DRAINS.ALL PIPING SHALL BE"S.D.R.35 SEWER 1-A GARAGE 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 VOLUME REQUIRED (5" RAINFALL) 216.15 216.15 GU FT PIPE". 3 1-B GARAGE 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 (1) &'-0 X4'-O" H STORM DRAIN RING - 1bb.a GU FT PROVIDE SOLID CONCRETE COVER&DOME 4 STORM DRAIN RIN65 REQUIRED(VOLUME REQUIRED/237:1') 128 RIN65 REQ 1-C GARAGE 3'-0"x G-11" ANDERSEN A SERIES FRENCHWOOD HINGED 31611AR CUSTOM PANEL BELOW,VERIFY WITH ANDERSEN 1-D IGARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3454 5TORM DRAIN RIN65 TO BE PROVIDED 12 5 GRADE w 1-E GARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3455 1-F GARAGE 16-0"x 8'-0" CLINGERMAN OVERHEAD GARAGE DOOR SEE ELEVATIONS,SUBMIT SHOP DRAWINGS 6 ' 1-G GARAGE 3-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3455 III—III S III—I I 7 1-H GARAGE 3'-4"x 5'-4" ANDERSEN IA SERIES DOUBLE HUNG ADH3456 III III —III=11 8 1-i GARAGE 3'-4"x 5'-4" ANDERSEN JA SERIES DOUBLE HUNG ADH3457 PITCH I—III— 4 1 I=III STORM DRAIN RINGS 1111 III III= 9 _______ ---- _ �_79N I-- COLLAR MATERIAL, z ------------ WINDOW _ _ 1Y1I ,' 1=1 I SEE NOTE BELOW 10 l r l l l ---- - -------- - 1=1 WINDOW & EXTERIOR DOOR SCHEDULE - SECOND FLOOR 12/18/2016 NOTE: BOTTOM OF ALL UNIT LOCATION SIZE(APPROZIMATE) MANUFACTURER STYLE MODEL# NOTES —III DRYWELL'S MUST HAVE 1=1 � �� r 6-0 PENETRATION INTO 2-A ATTIC 2-4 x 2-8 ANDERSEN A SERIES AWINING AAN2428 0 �, 11—III III=) 1 RATE ABLE MATERIAL 2-B ATTIC 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 o p I II—III r ` STORM DRAIN RINGS III 2-C ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG 1 I—III= III II NOTE: COLLAR MATERIAL :., 2-D ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG SHALL BE COMPRISED OF SAND 2-E ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG a III=I I _ =III=I &GRAVEL FILTER MATERIAL ; —III 111=1 I I CONTAINING LESS THAN 15% 2-F ATTIC 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 U ® ® ® FINE SAND,SILT,CLAY&1"DIA. .� ,.., 3-0 3-0 2-G ATTIC 2-4 x 21-811 ANDERSEN A SERIES AWINING AAN2428 � III—III ® ® ® ® ® ® -III—III GRAVEL(SILT&CLAY MINT.� MIN FRACTIONS ARE NOT TO EXCEED 2-H ATTIC 31-411 x 31-011 ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG —I(—i ® ® ® ® ® ® ® III—I 2-i ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG III—III III—III 5%� =III=1 � ® ® ® ® ® ® ® —III—II 2-J ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG III=III GROUNDWATER LL =_— z � ExrERIOR DOOR 4 WINDOW GENERAL NOTES. III III _ _ - I. WINDOWS TO BE "ANDERSEN" "A" 5ERIEV. ALL 6LAZIN6 TO BE H16H PERFORMANCE LOW- E4. DIVIDED LITE WITH SPACER TOP/BOTTOM. MUNITN BAR DIVISIONS AS PER ELEVATIONS. = 11= `V = I I I I I I Q " W 2. DOORS TO BE ANDERSEN A SERIES. ALL &LAZING TO BE HIGH PERFORMANCE LOW E4. DIVIDED LITE WITH SPACER TOP/BOTTOM. MUNITN BAR DIVISIONS A5 PER ELEVATIONS. III—III 8'-0• I i=III e z 5. ALL DOORS AND WINDOWS TO HAVE OIL RUBBED BRONZE HARDWARE —III—I II—III W Luz In 4. ALL GLAD DOORS AND WINDOWS TO BE WHITE. ALL SCREENS TO BE "TRUSGENE" - WHITE I—III—_ —III—I Q >, z �' z 5. HE16HT5 AND WIDTHS LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING,ROU6H OPENIN65. I I I III I I I I I I III= — I I I I I I I I o Q o 3 6. NO FINGER JOINED MATERIAL TO BE USED ON ANY PART OF WINDOW OR DOORS INCLUDIN6 BUT NOT LIMITED TO,SECONDARY SURFACES,SUB SILL,EXTERIOR GA51N65,BLIND STOPS, z LL ETC. =1 I I=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= _ o C Z ' =III=III=1 I—III—i I==I I—III—IV—I 11=1 11=1 11=III=1 I Q U IL GARAGE DOOR GENERAL NOTES: =1 11=III=)I I=1 I I=III=1 I I z 3 � W I. GARAGE DOORS TO BE "GLIN6ERMAN DOORS" 'VERSATEX OVERLAY W/ I"X4" TG,VESATEX INLAY - PAINT GRADE ONLY". SEE SKETCH FOR DE516N 4 SIZES. — z g In 2. DECORATIVE BEAN-END STRAP HINGES "AMERICAN SERIES" #500"11516. STAMPED BLACK 160 X 1 5/4" (6 PER DOOM Q = z M Lu m z Q 5. DECORATIVE BEAN-END PULLS "AMERICAN SERIES" #500:71115 (2 PER DOOM DET A 3 ~ o o Q o 3 4. FOR BIDDING PURPOSES PROVIDE AN ALLOWANCE sapOO PER DOOR (INCLUDES DOOR OPENER 4 INSTALLATION) V-101/2' e'-5' V-101/2, @ TYPICAL DRYWELL 20-0 NOT TO SCALE 0 N 20'-0' o 4"x4"P05T 2'x10"a Ib"o.C. 42'WADE UTILITY PLATFORM STAIRS W/56'HIGH 8'-5' `� 5'-101/2' HANDRAIL TO MEET 51/2 x 5 1/2'POST 1-A 1-B 2-A 2-B ------------------------------------- -------------., i I ��G� — * �6• .. I ----------- I .• I 4"C RB I I DN INSTALL CORNER STUD HOLD I •r I UP I I `Q I I DOWN AS PER CODE,SEE DETAIL I I I 15R =� I I I I I I t cV 1-C I I I I O I I I I I I 11 8' N I I �I OPEN TO ABOVE ✓ I I I f y 10" POURED CONCRETE FOUNDATION BLUE5TONE -� I I OPEN TO B>=<I.OW I ; f " " PLATFORM WITH I I I WALL ON 10"X200 CONTINUOUS I I � - - - - � BRICK RISER I I I I l I I FOOTING W/(2) #5 BARS (TYPICAL) I 1 1Z4' BRICK 51/2"x 117/8"P.S.L. (FLUSH) 1 I SHELF O II I I II o 5 1/2' 51/2' I l i 5 I/2"x 5 1/2"P05T I 56'HIGH KNEEW WALL WITH 1/2' i i '�'� u I I 1 I I 19-I 0' I IS-4 i O i 1 I -- I PLYWOOD SHEATHIN6 BOTH SIDES I I . cCi f I i I 117/8"IUI 230 Q 16"O.C. I \ x I I Iy O I f i i I M iX 00 m I .• I I I AIGE_ / N N •� NEW 4"\\CONCRETE SLAB WITH 6X6 10/80 WWM 2-J v 2-C Q - ;� • UNEXG � VATED I m O I I I I / OVER 6�MIL OLY VAPO ARRIER OVER 6" '� '� Z `� I 4" CONCRETE SLAB WITFf 6X6 10/10 WWM I I COMPACTED �RAI/EL 0 COMPACTED FILL 's r '� cz op m I 1 OVER b" COMPACTED 6RAVEL 1 I 1-D m 00 00 2-mD 00 Q I I OVER COMPACTED FILL I I 1 1 �A ll.. .-. .-. 00 c L>7 W rn I I I I 1-H I I 2-I v ATTIC v 5/4"PLYWOOD SUSFLOOR m '-0"CEILING HEIGHT r Q � x x00 60 2-E � I I Q N .-. I I I 1 I I I y 2-H 5'-1 1/2"PLATE HEI6HT ' I I A A I •• I I •.' I H 1 1 I 1 A-3 - I 0. I A-3 m m A-3 1 �•. I I " • I 4 4 -- --1 r--- W •" ' ' � � � � I I I I I I I I I I I I II I I II I I I •. I I I I I I pp A i i I I A I _ _ 5 /_x 117/ "P� (FLUSH) _ � A I i I I I W ON A-3 I I " i i -----�y- - I I PROVIDE 5/8 0 ANCHOR BOLTS ® 45 O.G. I ' " M EACH NO LESS I I I I I I I I CATH CL6 I 3 1 "x 3 1 'POST I CATH G 1 1 }' I MAX., I-0FROM CORNER, I I I I I /2 /2 ( L61 I w � O o 1 f THAN 2 PER SILL,AS PER CODE. BOLTS I I I I I SHALL EXTEND A MINIMUM OF 7" INTO I I 11 1 117/8"'131230®16"O.C. _ � I I CONCRETE (TYPICAL) I I L� I ( i i `Q U d+ 1 I 11 I I I I I I 1 I I 1 = � 4 I I U 8) 1 I I 1-G14 1 INSTALL CORNER STUD HOLD I I I I DOWN AS PER CODE,SEE DETAIL I I O 1 f I I I I I I cn 51/2'x 5 I/2' P05T I f w 1 -------------------------------------- ----- u� 51/2"x 11 7/8"P.S.L. �-7 1 I i i (2)2"x8" (2)2"x8"I O o J 16'-0"x 8'-0"OVERHEAD DOOR 1 I �,� ------------------------- F Q --------------------------- 2-G 2-F SHEAR WALL.USE 5/4" 'GDX' 1-F 5FEAR WALL.USE 5/4' 'COX' 5'-10 I/2' lo 5'-10 I/2' PLYWOOD THI5 FACE OREQ PLYWOOD THI5 FACE OR 'S1MP50N"SWEAR WALL 51MP50N SHEAR WALL FOUNDATION PLAN, EQ lb'-6'DROP TOP OF FOUNDATION EQ 20'-0' 20'-0' FIRST FLOOR PLAN, 2'-0'POURED CONCRETE AND A`mC PLAN 20,-0" APRON FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN DATE: 12/20/16 B# 16-49 SCALE:1/4 _1-0SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" - REVISIONS Division-26-Electrical General Notes&Specifications TYPICAL NEW EXTERIOR WALL - CEDAR 51DIN6 1. All electrical work shall conform to local NEC and underwriters laboratory requirements.All electrical work to be certified by approved inspection agency,provide certificate to building department&owner. 2 n- rs 2. As per 2015 International Residential Code for One&Two Family Dwellings,any alteration to a building will require that smoke alarms be installed throughout the entire building.Provide single&multiple station smoke detectors&carbon monoxide detectors as required by NEW CEDAR SHINOLE5 OVER 'CEDAR BREATHER' (BENJAMIN OBDYKE) OVER#30 Division-01-General Construction code. (8314&R315).All detectors are to be hardwired to power source&interconnected with battery backups. WI LDIN6 FELT OVER 5/6" PLYWOOD 5HEATHI N6 OVER 2" X 6" 5TW WALL. 3 1. The general conditions,as written here,shall apply to the contractor and all trades and subcontractors he may employ in order to perform or complete the work in all of its parts.It is also intended that these general conditions apply to all materials unless specifically noted 3. Electrician to verify existing electrical service&panel are sufficient for new work Contractor to include in proposal price for upgraded electrical service&new panel as required. otherwise. 4. Electrician to re-label entire panel box. TYPICAL CEDAR ROOF- 4 2 All work shall conform to the International Residential Code for One&Two Family Dwellings(publication date 2015),New York State Uniform Code Supplement(publication date March 2016),2016 Supplement to the New York State Energy Conservation Construction Code 5. Fire caulkin&meetingASTM E 136 requirements,to be installed at all penetrations through fire blocking&draftsto in 02.114 GGA CEDAR 5HIN6LE5 TO BE GERTI-LA5T TAPER SAWN 5/8" THICK x 16" LON& (Revised August 2016)and the requirements of any other codes and authorities having jurisdiction. g g g ()) 6. Center of all electrical outlets to be installed®12"above finished floor unless otherwise indicated. (50MIT SAMPLE TO OWNER FOR APPROVAL),RANDOM WIDTH,5 1/2" EXPO%RE,WITH 5 a. Project is in the 140 mph wind zone.Wood framing anchoring&nailing to be installed as specified in the wood frame construction manual for one&two story framed dwellings(WFCM 2015)using the proscriptive design method. 7. Center of all switches to be located at 42"above finished floor unless otherwise indicated. COPPER F-LA5HIN6 4 DRIP EDGE OVER I"X4" 5PACED SHEATHI N6 WITH 50LID 3. All work shall conform to table R3012(1)Climatic and Geographic Design Criteria 4. These drawings and specifications have been prepared by or under the supervision of the undersigned and do,to the best of the undersigned's knowledge,information and belief,meet the requirements of the current update of the New York State Energy Conservation 8. AN electric radiant heat indicated on plans to be"Easy heat"warm tiles cable.Installed as per manufacturers specifications.Model number dependent on size of bathroom SHEATHING TOWARDS E1/E5. SEE MANUFACTURERS INSTALLATION INSTRUGTI ON5 6 BELOW. Construction Code.Please refer to attached REScheck compliance certificate elsewhere on the documents. 7 5. Project exists in seismic design category"B"and is thus exempt from the seismic provisions of the 2015 International Residential Code for One&Two Family Dwellings(8301.22) Division-28-Electronic Safety and Security 6. If existing structures to be renovated were constructed prior to 1978,contractor must provide certification of Lead paint abatement,complying with the EPA's Lead:renovation,Repair,&Painting rule. 1. All doors with direct access to a pool whether existing,or proposed,shall be equipped with an alarm which produces an audible warning when the door and/or its screen,if present,are opened.The audible alarm shall be listed with UL 2017.The alarm shall activate within 7 8 7. Contractor to protect all materials,existing conditions to remain,and new construction as required good construction procedures.Contractor is responsible for an damage caused b rain or inclement weather during construction seconds and sound continuously for a minimum of 30 seconds after the door and/or its screen,if present,are opened and be capable of being heard throughout the house during normal household activities.The alarm shall automatically reset under all conditions.The alarm P g g P P Y Y g shall automatically reset under all conditions.The alarm system shall be equipped with a manual means,such as a touch-pad or switch,to temporarily deactivate the alarm for a single opening.Deactivation shall last for not more than 15 seconds.The deactivation switch(es) 8. Contractor to be responsible for providing&maintaining temporary toilet facilities for all workmen shall be located at least 54"above the threshold of the door(8326.5.3(9.2)) 9 9. Contractor to be responsible for providing construction telephone service for all trades if adequate wireless signal is not available. Division-01-Earthwork 10 10.The contractor is responsible for site safety.Contractor shall provide adequate shoring and bracing to insure personal safety and minimum stresses to structure during construction 1. General contractor will be responsible for cutting down all trees,vines and vegetation etc.that are in the way of excavation,as well as digging out stumps and removing them from the premises. 11.Project to be kept safe,clean and orderly during construction Construction debris to be carted away by general contractor at appropriate intervals in accordance with local requirements.At completion of project,general contractor to broom clean all affected areas, 2. Strip all topsoil areas to be disturbed by excavation and store on site for re-use as indicated by Architect or Homeowner prior to the commencement of work. vacuum ducts,install new filters on heating and air conditioning systems as required,clean all windows, glass,screens,and skylights inside and out.Exterior to be steel raked level and all debris carted away.Contractor is responsible for all site cleanup related to construction 3. Contractor to gradually feather out the rough grade to join the existing grading. 12,The general contractor is responsible for providing dumpsters on site to ensure all garbage and debris is contained and removed from site in an orderly fashion Dumpsters to beplaced in a location approved by the Architect or Homeowner prior to arrival to site. 4. Contractor to rough grade around building perimeter to provide drainage away from the building.Finished grade to slope away from residence a minimum of 6"vertically,in the fust 10'horizontally.(8401.3) 5. Finished grade to be a minimum of 6"below sill plate.(8404.1.6) 13.Contractor to provide construction fencing and erosion control fencing as indicted on site plan or as requested by building inspector. f 14.All labor,materials,and equipment to be fully guaranteed by Contractor against defective parts and workmanship for a period of one year from date of final acceptance.Contractor to provide manufacturers'warranty certificates to the Owner for all the equipment and materials installed.Specifically,the sealed motor compressors of the air conditioning condensers will be warrantied for a total of five years. Division-33-Utilities MSI 15.The owner may order changes in the work without invalidation of the contract;such changes shall be agreed to in writing before such changes are made. 1. Contractor to have all utilities(water lines,sewer lines,gas lines,and electric lines,etc.)marked out prior to any excavation Before any work on site is to be done contractor to call the Long Island One Call Center®1-800-27211480. r 16.Any change or substitution to these documents must be accompanied by a written change order. Change orders to be numbered,dated and approved by architect,owner,&building department. 17.Contractor shall name the home owner,architect,&village(if applicable)as additional insured on contractors liability insurance. 18.Contractor to provide standard form of agreement between owner&contractor[AIA document a-xxx 1997 edition].Requests for payment to be made using standard AIA forms,G-702 and G-703. 19.Contractor shall provide a waiver of liens for himself and all subcontractors and supplier;at time of final payment. 14'-0'DOR1ER 08SK of 379 20.Do not scale drawings!Written dimensions supersede scaled dimensions. 21.Architect has not been retained for supervision or site inspections.Architect's role onsite is strictly to document construction progress and answer any questions related to design. LL O Division-02-Existing Conditions Z _ 1. The contractor shall visit the project site to familiarize himself with the existing conditions and to verify all dimensions and conditions of existing building and site.If any discrepancies between contract documents and actual field conditions are discovered,they shall be UJ reported to the Architect in writing for correction.Work done after the discovery of discrepancies and prior to written approval for correction shall be at the contractors own risk.No additional cost will be added to the project due to contractor's oversight in verification of Z existing conditions. O_ 2. Should any field conditions or inaccuracies arise that would prevent the contractor from executing this project exactly as indicated in these construction documents,the contractor shall notify the architect immediately without proceeding with the construction in the area in > ILM O W question. TYPICAL CEDAR ROOF TYPICAL CEDAR ROOFQ - C_ J � Z 3. A submission of bid shall imply contractor's acceptance to these drawings and all existing conditions. � QL7Q F- ZOMp � H Division-03-Concrete 1. All concrete shall test at 3,500 psi at 28 days.Concrete shall be air entrained.Total air content shall not be less than 5%or more than 7%by volume.(Table R402.2) ? LL Q Z W� W 2 Bottom of all exterior footings to be Y-6"minimum below grade unless noted otherwise. / \ \ 5/4"x 4" 'AZEK' Z 3 IJn F- W wINOOw CA9IN6 IN � � � � Q g W U � P Q 3. All footings to rest on virgin soil with a minimum bearing capacity of 2 tons/square foot.Contractor shall have the level of acceptable bearing strata verified in the field if requested by Building Inspector. 'AMC HISTORIC SILL / \ / \ / \ i \ 3 4Z- ; O Q o 3 4. All footings to be board-formed and shall have a continuous 2"x4"keyway. 5. Step footings where necessary and install as per code with a maximum rise of V-0"and a minimum run of Y-O" 6. All footings to have a minimum of two#5 re-bars unless otherwise noted. RAKE OVERHANG, 2-G 2-F 2-E 2-D 2-C 7. Contractor to layout,with transit,the proposed new addition,with stringed lines on batt boards with 10'-0"offset. SEE DETAIL _ - - Division-04-Masonry dP � 0 1. All Concrete Masonry Unit's(CMU)to be load bearing. ______ ____ _ _______ -- - --- ---- v�`? 2. All CMU shall conform to ASTM C90;mortar shall be type"M"for interior applications or type"S"if exposed to exterior/freezing environments. O Division-05•Metals TYPICAL NEW TYPICAL NEW o 1. All wood construction connectors to be"Simpson Strong-Tie"or approved equal,installed as per manufactures specifications. EXTERIOR WALL - _- _-- EXTERIOR WALL 2. All nails shall comply with ASTM F1667.All exterior finish materials to be installed with stainless steel nails&/or screws. 5/4'x 4" 'AZEK' U)U) CORNER 3. Anchor bolts to be"Simpson Strong-Tie SSTB-16(5/8"4).Install bolts 1'-0"in from each comer and 3'-0"on center maximum.Install minimum 2 bolts per wall.(WFCM 3.2.1.7,Table 3.2A,&Table 3.2B) 5/4'x 4" 'AZEK'CORNER BOARD �p`� J4. Flitch plates to be installed with 1/2"diameter bolts or as otherwise noted.Bolts to be 16"on center staggered top&bottom.Bolts to be re-tightened two times at two week intervals. 5/4"x 4" iAZEK' 1-Cfid% Division-06-Wood&Plastic CASING ��� 4 y 1. Joists and Rafters to be Douglas Fir Larch#2 and better.Lumber to meet or exceed the following,fb=875 psi,a=1,600,000 psi NEW 6ARA6E DOOR,__--- Q � W 2. Studs to be Douglas Fir stud grade.fb=675psi,a=1,400,000 psi. 51� '}��� W �- OD 3. All Laminated Veneer Lumber(LVL)to meet or exceed the following,e=2,000,0100 psi.fb=2,600 psi. _- - - - - - - - - - - - - - - - - - - - d� v- w 0 4. All Parallel Strand Lumber(PSL)to meet or exceed the following,e=Z000,000p,61.fb=2,900 psi. I 140- 5. Double up framing around all openings,under parallel walls,under bathtubs,filed floors,&kitchen cabinetry. 17 S A< 6. Cross bridging shall be installed at a maximum of 8'-0"on center.Bridging shalt be solid blocking for conventional framing or diagonal bridging as per manufactures specifications for all engineered lumber. 7. Provide firestopping(fireblocking)at midspan of all bearing and nonbearing partitions as per code. 8. Contractor to provide 2"x6"blocking on the flat in walls behind cabinets,robe hooks,closet hang rods,grab bars,towel bars,etc.Contractor to confirm all blocking locations with Owner and Architect prior to the installation of drywall or wall finishes. - - - - - - - - - - - - - 9. All new plywood subfloors to be 3/4"CDX Douglas Fir.Plywood to be glued and screwed to floor joists,no nails will be accepted. 10.PlateHead rsat notindicatepondra drawinto be gs e(2) (x122.2) SOUTH ELEVATION EAST ELEVATION ^ 11.Headers not indicated on drawings to be(2)2 x 12 minimum up to 10'-(Y'maximum See table for king and jack stud requirements for all headers. ^ m 12.Contractor to install hurricane clips,connectors,straps,etc.as per code and as directed building inspector.Refer to details throughout plans for further info. .4..a o P P P g Pco t;h P SCALE:3/16"=1'-0" / "_ ' " 0 13.All lumber exposed to weather or within 8"of finished grade to be pressure treated(8317.1(2)) SCALE:3 16 1-0 0 V Division-07-Thermal&Waterproofing ,n 1. Provide 6 mil poly vapor barrier under all new slabs&screed coats(not required under garage slab).All slabs to receive steel float finish.(8506.23) 2. Install 2"rigid insulation(R-10)under all interior concrete slabs as indicated on plans.Rigid insulation to be"Dow-Styrofoam brand scoreboard"or approved equal,installed as per manufacturer's specifications. 3. Double underlayment is required for roof slopes of 2:12 through 4:12(Table R905.1.1(2)) O w 4. Install ice&water shield from the eaves ed to a point at least 2'-0"inside the exterior wall line and all valleys&hips as r code and an additional locations as indicated on Tans.Install as manufacturer's specifications. 5.12 14'-0'DORMER(38Ai Of 379 .N edge P Y P per Y P per P ( ) 5. All exterior walls and Asphalt roofed areas to receive#30 building felt installed as per manufacturer's specifications.No"Tyvek"or similar product to be installed unless directed by Architect. \ ON O 6. Roof covering material to be identified by packaging bearing manufacturers identifying marks and approved testing agency labels. 4-1 C�506 Z U 7. Asphalt roof shingles shall have self-sealing strips or shall be interlocking and shall comply with the requirements of ASTM D-3462. O M c� 8. Fasteners to fully penetrate through roofing materials and sheathing. 9. For normal applications,use a minimum of 4 fasteners per shingle strip. Oxy 10.Minimum of six fasteners per asphalt shingle are required where wind speeds reach 110 mph or above and/or eaves reach 20'-0"above grade. 00 0 � W 11,All insulation to be un-faced batts installed with 4 mil poly vapor barrier toward heated surface.Insulation to be"Owens Corning"or approved equal.Install as per manufacturers specifications.Where eave or cornice vents are installed,a minimum of 1"of air space is required TYPICAL CEDAR ROOF between insulation and roof sheathing to allow for free air flow. 12.Flashing to be installed as follows: a. At wall intersections with the roof. , e b. At parapet wall penetrations. c Wherever roof changes slope or direction. 13.All openings to be properly flashed and protected. RAKE OVERIW46,SEE 14.Copper pans to be installed under all exterior door&window sills. / \ / \ DETAIL \ \ \ 15.All cedar roofing to be installed as per manufacturers specifications.Install over 1"x 4"spaced sheathing as indicated by details. W 2-13 2-A 5/4"x 4" iAZEK' 2-J 2-i 2-H U Division-08-Openings _ -- 1. All doors and windows to be"Andersen""A-Series".Refer to window&door'schedule for model numbers&additional information CORNER BOARD _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - - _ _ Division-09-Finishes -- _- - - - ---_-_ ----__------- - -- -- n Fq 1. All gypsum board for new walls to be 1/2"thick,ceilings to be 5/8"thick unless indicated otherwise on plans.Screw at 8 o.c.around the edges and 12 o.c.in the field.Screw attachments of shcetrock to penetrate wood studs at least 5/8",and metal studs at least 3/8".Tape -- -_------ - -- --- ---- ------ -------- ------- - - - 00 and 3 coats of spackle and sanded ready for paint(sand to a finish).All exterior corners to have metal strip corner beads nailed or screwed at 4"o.c. 2. All finished areas of basements&all bathrooms to have moisture resistant sheetrock(greenboard)installed on walls&ceiling,with water resistant durock or approved equal,in wet areas. / \ \ ALL-1 I 1�w/ 1 O 3. Install 5/8"Type"X"sheetrock on walls&ceiling of boiler rooms and garages. TYPICAL NEW EXTERIOR WALL ►-t°� Z W m Division-22-PlumbingU O Z �O 1. All new water piping shall be"Pex"tubing and installed as per code&manufacturer's specifications. 1-B 1-A 5/4"X 4" 'AZEK' CORNER BOARD 1-H 1-G 2. All new plumbing drainage and vent piping shall be schedule 40 PVC above grade and cast iron below grade unless otherwise noted on plans. 3. All new hot and cold water piping shall be insulated with 1/2"thick armaflex jackets&located away from exterior walls to avoid freezing. 4. All new washing machine installations to include'Watts Intelliflow'"Series A2C-M"automatic washing machine water shutoff valve or approved equal. 5/4"X 4' 'AZEK' WINDOW CASING KI r--� 5. Provide curb with pan&drain to all 2nd floor(or higher)washing machine installations. IL O� a 'AXEK'HISTORIC SILL Q / �AZM-6930 1--1 Division-23-Heating,Ventilating,and Air Conditioning(HVAC) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. Contractor's heating subcontractor to perform heat/loss calculations for entire building and review boiler/furnace size and requirements and report to architect,contractor,and owner all recommendations.Specify size of boiler/furnace in bids. 2. Ductwork to be protected from debris&covered immediately after installation.HVAC system is not to be turned on until completion of floor sanding&taping,spackling&sanding of gypsum boards wall finish. 3. Install mechanical ventilation in each bathroom and powder room. (110 cfm minimum) 4. All laundry dryers to vent to exterior.Verify location of all vents with Architect prior to installation. T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 5. Cross ventilation required in all enclosed attics and enclosed rafter spaces,Total net free ventilating area to beat least 1/150 of area of space ventilated - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTERIOR ELEVATIONS, GENERAL NOTES NORTH ELEVATION WEST ELEVATION DATE: 12/20/16 SCALE:1/4"=1'-0" SCALE:3/16"=1'-0" Joli# 16-49 Amt REVISIONS _.. 1 2 3 4 5 — — — — — — — — — — — — — — — — — — — — — — — — — — — -- `AZEK' RAKE #AZM-2&'t TYPICAL NEW EXTERIOR WALL - CEDAR 5101NO I I 7 NEW CEDAR 5HINGLE5 OVER 'CEDAR BREATHER'(BENJAMIN OBDYKE) OVER#50 I'xb' 'AZEK' RAKE BOARD BUILDING FELT OVER 5/8" PLYWOOD 5HEATHIN6 OVER 2" X 6" STUD WALL. TYPICAL CEDAR ROOF 8 _ TYPICAL CEDAR ROOF 9 CGA CEDAR 5HINLES TO BE GERTI-LAST TAPER SAWN 5/8" THICK x 18" LONG I I G (SUBMIT SAMPLE TO OWNER FOR APPROVAL),RANDOM WIDTH,5 1/2" EXPOSURE,WITH COPPER,FLASHIN6 4 DRIP EDGE OVER I'X4" SPACED SHEATHING WITH SOLID I COPPER DRIP EDGE 10 I AZEK' 3 I/2" — 5HEATHIN5 TOWARDS EVE5. 5EE MANUFAGTURER5 INSTALLATION INSTRUCTIONS BED MOULDING #AZM-28 BELOW. I"x8" 'AZEK' RAKE BOARD I I � I'x6" 'AZEK' FASCIA BOARD V: / 64 FdT 4:12 stopa,rd steeper,use Number 1 Grade shingles at 5', Trus nails(only)foreach S 1r,-"and 71,'2'exposums far shingle aph roxrmately 314e from 1C", IF*and 24"shirdins edge and appwim.a' 1112' I =� 6■ res r aactivtly.For Iuwer roof 'above expo rsure Ene.. slopes and�nerproduct Spaced sheathirg should TYPICAL 510ING grades use reduces exposure be 1 x 4 or 1 x 6 I COR-A-VENT 5-400 (See Page 201 STRIP VENT(WHITE) Space shingles i U. 'AZEK o 114"-aS"apart 1/2" 'COX' PLYWOOD 5HEATHINS, l I SOFFIT OVER 1/2" PLYWOOD oLU ,s I 'AZEK'3"CROON OAXM-52 g Qz ? COPPER DRIP EDGE I 6 > a o 'AZEK' 5" GROWN #AZM-41I I"x8" 'AZEK' FRIEZE BOARD LrI ,�,. LL o 3 Faints should � , i – � – � ``� I I o 0 M.elign0 { d'acefit course` 7's > ` " � / COPPER FLA5HING z U. Q c C }o '`~ ... - Salk. rr�w-lk sheathing �n �' 51 should be o¢ffi�b / \ TYPICAL NEW EXTERIOR WALL I 2 g W _ _ PROFILE 1112,minimum , W ''�Ea�raT�fatection(e.�tend#o�4�eedge) I \ � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Q = z � � zQ I\ \ 3 � ooQo3 w Product should prod � —-First coursa douhl ad or trv,'e I1 I\ \ DETAIL @ DORMER SOFFIT F &MEE" ETAIL @ RAKE MOULDING 11120 beyond the 13Sci�? Fascia faller ,� F1a'ter / \ \ 3 � / s andafprox-i7,3.tety 1" \ SCALE:3=1-0 ALE:3" =V-0" -er the ahie or rage end N DETAIL TYPICAL RAKE OVERHANG,SEE DETAIL#1 4 \ \ / SCALE:3=1'-0" \ � � — — — — — -- — — — — — — — — — — — — — -- — — — — — — — — — - - - - \ \ \ / U)U) 2x8 R.R.®16 O.C. I tL 2x8 R.R.�16 O.C.IR 24' .6' \ I I \ \ \ P ( 1 I 12 i a�lll CONTINUOUSLY VENTED SOFFIT(MAIN BUILDING) 4 Ili HURRICANE STRAPPING,SEE DETAIL#2 HURRICANE STRAPPING (EACH RAFTER),SEE DETAIL I I \ \ 1 \ / U vIF E III u 21 1 I I \ CONTINUOUS RIDGE VENT 4 o +- _ N — \ \\. \\ RAFTER) SEE DETAIL6(EACH �>>., 3 „24 1� �, .T � ER � 9 ( \ III{ II I I \ \\ \1 � CONTINUOUSLY VENTED SOFFIT(DORMER) 4 \ \ 12 �, d+ 'U HURRICANE STRAPPING,SEE DETAIL#3 I I \ \ \ 4 h 2., R, C I r, ap c� x TYPICAL CEDAR ROOF L� •U 1L0 00 TYPICAL CEDAR ROOF I COPPER FLASHING a DRIP E06E \ �- — �i 00 O i W ,) G� 51MP50N STRONG TIE GS-Ib RAFTER TO RAFTER STRAPPING(M'IGAU / VENTED SOFFIT 4 HURRICANE. CA 0 I \ 12 / STRAPPING,SEE DETAIL N j` L _ - —1 �I COPPER DRIP EDGE I \\ m _ I CONTINUOUS RIDGE VENT 4 HURRICANE STRAPPING r (EACH RAFTER),SEE DETAIL I AZEK' 3 1/2' II BED MOULDING#AZM-28 I HURRICANE STRAPPING(EACH \\ RAFTER),SEE DETAIL I"x8" 'AZEK' FA501A BOARD 0 =— I ; - - - - - ; 6' Z 00 CONTINUOUSLY VENTED SOFFIT,SEE r _ _ _ _ _ _ FLOOR TO FLOOR STRAPPING, W P' x �,LAr'� 1 ' DETAIL -- - _- SEE DETAIL `-'{ - 421 � " sl. ' �� 3 � „19� " res. . R! � � -_=—1 a r+ — ., - / I'x4' PINE CASING F� �q Tb HALF ROUND COPPER 6UTTER5.5TYLE SHAD, 4 / TYPICAL NEW EXTERIOR WALL wN O �) J CLIPS TO BE SELECTED 13Y OWNER SUBMIT SAMPLE PROVIDE 5/8' 0 ANCHOR BOLT54 - F� I FOR APPROVAL.ALL NEW 6UTTERS 4 LEADERS TO GOR-A-VENT 5-400 STRIP VENT(WHITE) T- DRAIN TO NEW DRYWELL.SEE 51TE PLAN. 45'O.G.MAX., 1'-0'FROM EACH ' G AGE ►�-+ U I 12 CORNER,NO LESS THAN 2 PER SILL, NEW "-4 CONCRETE SLAB(PITCH 1/8' PER FOOT) w WZ �;I 4 'AZEK' BEAD BOARD SOFFIT OVER AS PER CODE.BOLTS SHALL EXTEND U . C:) 1 I/2 PLYWOOD A MINIMUM OFT INTO CONCRETE BARRIER O1�ER 6" COMPACTED GRAVEL OVER F--i W a N WITH 6X6 10/101WWM OVER 6 MIL POLY VAPOR 11 (TYPIGAU / COMPACTED FIL1 � P. W 2"x8"R.R.®16"O.C. 2x8 R.R.Q 16 O.C. / O ' MI') 2'I R 6' p'x " �� 'AZEK' 3" GROUN�AZM-52 1 1 I 1°xb' 'AZEK' FRIEZE BOARD - - - --- -- - - - — `` C1111 I 2 O {i 4'r'.>i{r.r .r<y._,.. SS:�' 4 ' +'aFr. fi:;} .,r.'lyi�r„ rfw '•J+�S.tY..:.��i:i.;, , h-� DAMPROOFIN6(1YPIGAIJ q{N `tom J t Z ...f. ?• '4.1. 'L �.,,P. J,,} l.'; 3Y `• i,th;'A.)'.S / .} .>•i,�a':ti• ..r...,., :ft:>'�::�Y.”r'4f1,?nz,�'.1:9.v�i',..t..:r.r<.;3y:'%R .i�4'::.rL.?S,`.:'`v"..•v,..�'�.:'•.•.L . I, IO"POl1REO CONCRETE FOUNDATION 1 TYPICAL CEDAR ROOF I WALL ON IO X20 CONTINUOUS li j I TYPICAL NEW EXTERIOR WALL : .. 12' /�OOTI�!�(?a#5 BARS(`TYPIGALa l II V' IU I // ,CROSS ECTIO&NDETARS _—.-_ __ - - —. — _—____—_--__.- -- _.---- __ _ J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ROOF' — - - - - - - - - - - - - - - SECTION R O O F' PLAN DETAIL @TYPICAL SOFFIT (MAIN BUILDING) SCALE:1/4"=1'-0" SCALE:1 4"=1'-0" ROOF AREA:878 SQ FT DATE: 12/20/16 JOB# 16-49 A=3 REVISIONS 1 2/2/17 r r Y � 2 3 4 m NO CHANGE 5 Z_� N/0/I, 6 ,� MARY T. HOEL TZEL 7 '0ck p� E� 8 w 9 S 19023 ' 50" E 15TIrIG euRl>=v AAs LINA a w 4 2 4. 3 9 ' p�y o��' �1�~1'� ' 10 -0"FRONt YARD SET BACK z o" ,,, ,,, 1 STORY BRICK HOUSE z> Z o- 31 @ FRAM E FENCE Ed z o i=o m c`. w 0 0 J rn po ti0. 0.1 N. 0.4 E. OVERHEAD WIRES -••-• _ _ - -.._.. _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. �` PACKET�a`t � � FENCE ��.._.._.._. - HEDGE iN >po 7 _.._.._.. rm;_.._.._..�.._. .._.. .._..F. NCE _ _•_•. � �`n /1 0.7'E. _ � �Ln vo - - BLKH. _.._._.. OVERHEAD o� ------ p --sr� —sv� srsem stM O -- ---------------------------- ------------- i Q=W I '_ ---srw � Q r 6 7 ..� •---.•.-._-. ........._._........• sr�__-.._„'�-— sr� -E-SEH- --�II -----------,- - -- -- - - ---- ---------------------------------------- DY ., A sFz3-- Sv9—_PROPOSED \ G s"9—sr9—sr�—sr� sr�— BURIED GAS ILINE o 28.3 10.3' p ^ LOCATION OF NEW GATE APRON SC9—Sr9 G—Q"�--Sd�—�-cV9__ SC'9--_SC --c °' ENCLOSED z Q m O o� DRYWELL,SFE sr�— LJ y —G—sr9--srD sr� o` ,` 00 sr — 3.2' PORCH m Y Y �o ^^' CD • ` CALCULATIONS Z o n o SLATE J J =O l V r0 � FOR SIZE ` uj N 1 -1�2 STORY �_ WALK o Q m c� r O CJ �� aQ SSW o _3.2' FRAME HOUSE oo - a ow a =z ° Ln o `cA \ __ ___ - ------------- 1 --- ----•- -----•---------••--------•._.•.. — O -- - - - _ —--_--- - - -- -_____ ---- - w Q V..-" U {� O O °� o 9�" LLj z \RES�” 38.3' ~ ut t- w - O ` 10.3' N � � .OIn WWZU1 EARTH DRIVEWAY ��RN � ; �� 4' G u a \`moo ov O -'• � � J Q 1- Z]J zz .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..._.._.._.._.._.._ _ , DR =-°�' Q G •• "'OUTSIDE SHORE > �` � f' � zLL' OVERHEAD WIRES UTIILITY POLE GUY BLOCK m 6 p p ROW OF TREES HEDGE p NYT 498 WIRE S PLANTER(jvy z U. Q o y�� ii �//���0 i z3tnbrw EXI$tMCsSIDIatGI=, W w w U x �- iS 15'-0"SIDE YARD ASPHALT DRIVEWAY EXISTIIN*VEGETATION, 403 .22' Q W w W Li = Q N 19058' 20" W o �� SMACK NO CHANGE NO CNANC�E 3 I=- � o m o 3 SITE PLAN DIRIV W EARL" ��P ���� DRIVEWAY TO REMAM, �� N/0/F NO CNAWSE ° MICHELLE A VENTEA U PROVIDE 5/80"ANCHOR BOLTS @ 6'-0"O.C. SCALE:1" =20'-0" Z ory MAX.,V-0"FROM EACH CORNER,NO LESS THAN 2 PER SILL,AS PER CODE.BOLTS SHALL �� EXTEND A MINIMUM OF 7"INTO CONCRETE o (TYPICAL) INSTALL SIMPSON STRONG-TIE N Po IOU 2OI 4Oi #LBPS5/8 BEARING PLATE @ CORNER STUD CONNECTED TO o EACH ANCHOR BOLT TRANSFER SHEAR(2)16d COMMON NA I L I NC SCHEDULE PICAL CORNER STUD CONNECTED TO NAIL @ 6"O.C. VERTICALLY w TABLE 5.1 FROM WFGM FOR ONE AND Two FAMILY DYLLINBS e TRANSFER SHEAR(2)16d e COMMON NAIL @ 6"O.C. SIMPSON PHD2-SDS3 JOINT DESCRIPTION NUMBS¢OF MA45 R OF NAIL REMARKS 17/8" ® o VERTICALLY PRE-DEFLECTED COMMON NAILS BOX NAILS SPAGIN6 e 809E f92/V iN2 HOLDOWN.FASTEN WITH o � e SIMPSON HDU2-2DS2.5 10 SDS 1 4 x 3 WOOD 03 ' Rafter to T Plate(Toe-nail" 3-6d 5-10d rafter PRE-DEFLECTED HOLDOWN. SCREWS SEE PLAN FOR V -f Gell .foist to T Plate(`Toe•Kwll" 5-bd B-IOd rafter �� , s,+ FASTEN WITH(6)SDS 1/4 x 2 c r- cell Joist to Parallel Rafter( w'o-hollow 6-16d 1-40d each 1/2"WOOD SCREWS,SEE ee LOCATIONS. r: O cell Joist over Partition(FaeeKralled) b-Ibd 1-404 each CNW 5/8 PLAN FOR LOCATIONS. o nett c, LII. collar Tie to Barter(Face♦ralled) S-IOd 5-IOd be COUPLER NUT CONCRETE SLAB t rj o PLYWOOD SHEATHING Blod"to Rafter°Yoe-maned) 2-bd 2-10d cash end (ALLOWABLE �� 'nom_ A t Rim Board to Ratter find-mllodl 2_" 3-Ibd each end TENSION 7900 r Piste to T Plate(Face-nailed) s-Ibd v s-Iba foot - ° 5/8"-THREADED T Plates of Mitersectons(Face-nail" 4-16d S-Ibd VU-o ch side o BOLT 8"INTO .v . st�rd to Str,d(Faco-mall" 2-I6d 2-I6d 24.O.G. ° CONCRETE(MIN) :.. ' UHeader to Header(Face�alled) IbD IbD Ib'OG.al s ° o a 4 ° FOUNDATION WALL WOOD FRAME T of Bottom Plate to Stud(ErdTafleeU B-Ibd B-40d stud °p JACK 4 K I NC RE M I RE ME NT5 Bottom Plate to Floor Joist,Bond Joist,End lot � Blocking(Face-nail" 2-1bd 2-16d per foot (J S20 r7AU&E COIL STRAP.TRAP TO BEAR 12"ON 5TiJDZ000H OPENING SIZE NUMBER REQUIRED > SLAB 0)NAILS EACH END w�P) LESS THAN 64 OPG 2J ff 2K MIN, 2 STRAPS (EACH END) DETAILOFD ETA I L OF CORNER STUD HOLD DOWN � � 64" TO Q6" OP6 5J $ 2K MIN, 5 STRAPS (EACH END) ,Dist In So tarp Plate art 6lyder(roe�ranecU 2-bd 2-10d per Joist ANCHOR BOLT C16" TO 158" OPG 4J $ 2K MIN, 4 STRAPS (EACH END) Bloc ^9 to Joist(Too-mallo4l 2•-bd 2-10d each end 1 2 x NOT TO SCALE NOT TO SCALE V n n Blocking to Joist(Toe-nalleeU Z-+bd Z-1od each end � O �, 138 TO i'70 OPG 5J 2K MIN, 5 STRAPS (EACH END) Blocking to sill or Tap Piste(roe�rallecU B-Iba 4-I6d each black N Ledger Strip to Beam(Face-palled) S-Ibd 4-16d each Joist UW SILL PLATES ON ALL WINDOWS TO BE DOUBLED Joist on to Beam(roe-nallo4l D-bd B-1od Joist �..(-' � Z � u Band Joist to Joist Mhel-nail" 3-Ibd 4-I6d JoistI :j Band Joist to Joist(roe-naileaU Z-1bd 3-16a per root ROOF RAFTER• Om C6 C6 LINTEL SCHEME _ r �... x .0 'C 010 C (�' j I� WIDTH OF OPENIN6 ANGLE SIZE MIN BEARING Stn,caral Parreis ROOF T>♦IIJ6 Lod See TOP PLATES C� �.`�' O r� cz O'-0" TO 11-4" PLATE 3/8' x 3 1/2" 8" I'-4" TO 4'-0" L 3 I/2" x 3 I/2' x 5/I6" 8° CEILINS�ATHMa 00 O tr' W Expwm wallboard I I/2'dywall screws I V2'djwall straws Y edge 10'field 4'-O" TO 6'-8" L 4' x 3 1/2' x 5/16" 8' KALL 5MATHI!�+ FEB1 0 201 CJS WOOD POST 6'-8" TO 8'-0" L 5' x 3 1/2" x SAW 8° Structural Panels bd lOd See Dk�g-am d�psum wallboa-d 1 In•drywall screws Ila"drywall scrams T edge 10'field MTS12(14 10d NAILS) MrLDING DEPT INSTALL STRAP AT EVERY TO�rr1iN OI,SOUTHOLD ��-, �'t � 0° Structural Panels 1•or less bd lod b'edge/12'fold RAFTER TO STUD " D E—5 1 V N L O AD 5 Structural Panels than IN IOd Ibd b' b'field CONNECTION SIMPSON 5TRON&-TIE AEU44 FOR 4 x 4 POST NAILED W SIDE 12-16dALLALL FLOOR5 LL+DL 60 P5F (L/360) @ ROOF RAFTER TO 2"AIR SPACE W IN 2"Y. ATTIC LLDL 50 PSF (L/240) ° DETAILTUD WALL STRAPPING (, ROOF (ASPHALT SHINGLES) LL+DL 50 P5F (U240) SIMPSON STRONG-TIE °° CUT BACK PLYWOOD AS WOOD STUD 3 NOT TO SCALE REQUIRED FOR PROPER 00 CSI6 PROVIDE @ 16 OC. ° END CAP SHINGLE � � k (2'-0"O.C.MAXIMUM) °° LENGTH COR-A-VENT RIDGE W 4 0 ..1p4 i L:ONGRETE FOOTING ' AROUND BUILDING END °° PANEL SPANS UP TO 4'-0' VENT V-400 OR AS VENTILATION a r�-1 't• SUBFLOOR LENGTH=14"GAGE=16 ° 1 REQUIRED SHEATHING W/ 30#FELT CUT LENCTH=CLEAR , Ib'MAX DETAIL WOOD POST TO FOUNDATION FLOOR JOIST W c Lo 4 SPAN+30"FASTENERS= -- 28 8d _ _ 3"ROOFING NAILS � INSTALL SIMPSON STRONG-TIE U NOT TO SCALE : CSI6 COILED STRAP @ EVERY I�� ��I ROOF SHINGLE STUD NAILED WITH(26)8d CLEAR NAILS SPAN 4 III III SIMPSON GALVANIZED U U Z o 'O III III #QST-A30 STRAP TIE AT H W W DOUBLE A.C.Q.PLATES 4 I I I I EACH ROOF RAFTER TO o ' FOUNDATION WALL I I RIDGE CONNECTION. I - - - J I INSTALL W/ (22)10d W a INSTALL SIMPSON STRONG-TIE I FASTENER,HALF ON O � a #LTP-4 CONNECTOR AT LENGTH I ( I I CUT EACH END OF THE STRAP o \ WOOD HEADER MIDPOINT OF STUD SPACING. ° LENGTH III III RAFTER s o s NAILED W/ (12)8d x 11/2" ° RIDGE INSTALL SIMPSON STRONG-TIE PROVIDE MINIMUM 1" ° IL I I - - - ' ' #LBPS5/8 BEARING PLATE @ END DISTANCE ; - - - - DETAILOFCODE COMPLIANCE EACH ANCHOR BOLT e � RIDGE VENT &STRAPPING DETAILS&SITE PLAN SIMPSON STRONG-TIE BCfF POST EQUAL NUMBER OF o GAP NAILED W/12-I6d NAILS WOOD POST (TYPICAL) NAILS IN EACH END - ANCHOR BOLT � SCALE:11/2"=1'-0" DETAIL DEB IS STORM @ TYPICAL PANEL E DETAILOF SILL PLATE TO STUD STRAPPING D4=A�11_j @2ND FLOOR TO FIRST9 DATE: 12/18/16 DETAILWOOD POST TO HEADERFLOOR WALL CONNECTION NOT TO SCALE r V-0" JOB# 16 49 6NOT TO SCALE NOT TO SCALE NOT PANEL SPANS FROM b-O - �� SCREW SPACING NOT TO EXCEED 12 OG REVISIONS WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 12/18/2016 1 2/2/17 ROOF HATER CALCULATION5 2 UNIT LOCATION SIZE(APPROZIMATE) MANUFACTURER STYLE MODEL# NOTES M16N FOR A STORM DRAIN SYSTEM 5ERVIN6 A ROOF AREA OF: bbb ' LINE OF UNDERGROUND PIPING FROM ROOF 1-A GARAGE 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 VOLUME REQUIRED (3' RAINFALL) 21'1.00 GU FT PIPE". ALL PIPING SHALL BE"S.D.R.35 SEWER 3 1-13 GARAGE 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 (I) 8'-0"N X4'-0" H STORM DRAIN RING = I68.9 CiIJ FT 1-C GARAGE 3'-0"x U-11" ANDERSEN A SERIES FRENCHWOOD HINGED 31611AR CUSTOM PANEL BELOW,VERIFY WITH ANDERSEN STORM DRAIN RINGS REQUIRED VOLUME REQUIRED/23'i:1') 128 RIN65 REQ PROVIDE SOLID CONCRETE COVER&DOME 4 1-D GARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3454 15TOW DRAIN MN66 TO BE PROVIDED 12 GRADE 5 w 1-E GARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3455 6 1-F GARAGE 16-0"x 8'-0" CLINGERMAN OVERHEAD GARAGE DOOR SEE ELEVATIONS, SUBMIT SHOP DRAWINGS 1-G GARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3455 nl�L s 1-H GARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3456 n11I I 7 8 1-i GARAGE 3'-4"x 5'-4" ANDERSEN A SERIES DOUBLE HUNG ADH3457 PITCH III=III STORM DRAIN RINGS III- 9 z _____- --___ I I-- COLLAR MATERIAL, -_-- =_-_ - MIN. SEE NOTE BELOW 10 WINDOW & EXTERIOR DOOR SCHEDULE - SECOND FLOOR 12/18/2016 II rlll� =--' II=11 / I�—I I _) -I NOTE: BOTTOM OF ALL UNIT LOCATION SIZE(APPROZIMATE) MANUFACTURER STYLE MODEL# NOTES III=III ' =(III DRYWELL'S MUST HAVE 6-0 PENETRATION INTO 2-A ATTIC 2-4 x 2-8 ANDERSEN A SERIES AWINING AAN2428 o cn I I—III III—I RATE ABLE MATERIAL 2-B ATTIC 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 :r z III=1 I I o � STORM DRAIN RINGS 2-C ATTIC 3'-4"x Y-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG P I 1-III- III I 11=1 11 11=1 NOTE: COLLAR MATERIAL ;..I 2-D ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG OL I —I I —I SHALL BE COMPRISED OF SAND ' " " c III-1 —III-1 &GRAVEL FILTER MATERIAL 2-E ATTIC 3-4 x 3-0 ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG a _ _ ,.� d I I—I 11 I I—I I CONTAINING LESS THAN 15% ^; 2-F ATTIC 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 U _ ® ® ® =1 1=1 2-G ATTIC 2'-4"x 2'-8" ANDERSEN A SERIES AWINING AAN2428 w I I I-I I 3'-0` FINE SAND,SILT,CLAY&1"DIA. cn I I NEI I I ® ® ® ® ® ® I I— I GRAVEL(SILT&CLAY MIN MIN _ FRACTIONS ARE NOT TO EXCEED 2-H ATTIC 3'-411 x 31-011 ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG -III—I _ ® ® ® ® ® ® ® I�I-I I 2-i ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG III— I 1 I-I I 5%) 2-J ATTIC 3'-4"x 3'-0" ANDERSEN A SERIES AWINING AAN34XX MATCH TOP SASH OF LOWER DOUBLE HUNG - III=III GROUNDWATER EXTERIOR DOOR 4 WINDOW GENERAL NOTES: I I I I I I I I 4 z = W z IW-„ >` I. WINDOW5 TO BE "ANDERSEN" "A" SERIES'. ALL &LAZING TO BE HIGH PERFORMANCE LOW- E4. DIVIDED LITE WITH SPACER TOP/BOTTOM. MUNITN BAR DIVINON5 AS PER ELEVATIONS. _ `" —III z W —III — I—III—I o = p � a 2. DOORS TO BE 'ANDERSEN" "A" SERIES'. ALL GLAZING TO BE HIGH PERFORMANCE LOW-E4. DIVIDED LITE WITH SPACER TOP/BOTTOM. MUNITN BAR DIV15IONS AS PER ELEVATIONS. I—I I a,0, I I—I I g to �- W z z —III—I I I—III m m Ln Q 3. ALL DOORS AND WINDOW5 TO HAVE OIL RUBBED BRONZE HARDWARE _ p W W z Ln 4. ALL GLAD DOORS AND WINDOW5 TO BE WHITE.ALL SCREENS TO BE "TRUSCENE" - WHITE I—I I—_ 1=I I I a z p 5. HEI6HT'5 AND WIDTH5 L15TED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENIN65. I I I—I I 1-1 _—I I—I I � o W Q z 6. NO FINGER JOINED MATERIAL TO BE USED ON ANY PART OF WINDOW OR DOORS INCLUDING BUT NOT LIMITED TO,SECONDARY SURFACES, 5UB SILL,EXTERIOR CASINOS,BLIND STOPS, I 1=1 1=1 1— — — — —I I—I 1—I I o z LL o Q ��• =1 I I—III—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11-111=1 11=111=1 I I—I I I— =1 I I=111=1 I I—III=1 I i-111=III—I 11—I 11=1 11=1 11=111=1 Lo U. Q z G W 6ARA6E DOOR GENERAL NOTES: — =1 I I=IIFI I EI I E111=1 I I— — — z 3 L Iw- W I. 6ARA6E DOORS TO BE "CLINGERMAN DOORS" 'VERSAT'EX OVERLAY IN I"X4" T6 VESATEX INLAY - PAINT GRADE ONLY". SEE 5KETC 4 FOR DE516N 4 SIZES. — — � g W G = z Lu 2. DECORATIVE BEAN-END STRAP HINGES 'AMERICAN SERIES" #300'11316. STAMPED BLACK Ib" X 13/4" (6 PER DOOR) Q = z z Q 3. DECORATIVE BEAN-END PULLS "AMERICAN SERIES" #300:71115 (2 PER DOOR) D E TAIL 3 ~ o Q p 3 4. FOR BIDDIN6 PURPOSES PROVIDE AN ALLOWANCE $4,500 PER DOOR. (INCLUDES DOOR OPENER 4 INSTALLATION) @ TYPICAL DRYWELL 1 NOT T 20-0 O SCALE N 20'-0' 4 (�N 42"WIDE UTILITY o 41x4'POST STAIRS W/36'HIGH 5'-10 I/2' 8'-3' 5'-101/2" HANDRAIL TO MEET — � GORE ------ 1-A 1-B — i I 2 2"x8' 2 2" � I ��G� J, ---------------------------------- ---- -- ----- = .�` I '. O � I I y 4"C RB I I 1 INSTALL CORNER STUD HOLD I •r I UP I I N DOWN A5 PER CODE,SEE DETAIL I ; I I I 15R -�� N 11 4'-0' M I I I r �- 1-C I I I I E;� .,�. p 4, I - - -Q X i i 1 i i i rO cV OPEN TO ABOVE-/ N 8" POURED pGONGRETE FOUNDATION BLUESTONE OPEN TO BELOW PLATFORM WITH WALL ON 8 XIb CONTINUOUS I — — I I 1 I I I •, I — BRICK RISER I I FOOTING W/(2) #5 BARS (TYPICAL) I I I 11 - - - - - - - - - - - - - - - - _ - - - - 1 I ; 4" BRICK 51/2"x 117/8"P.S.L. (FLUSH) I I I SHELF I I I I I 1 I 5 I/2 5 1/2' ( I I 3 I/2"x 3 I/2'POSTcu 1 I I la'-P I I I 56"H16H KNEEW WALL WITH /2" I I 4- 2 ' I I 4 I ( I I I PLYWOOD 5HEATHIN6 BOTH IDES I I � 117/8"TJI 230 016"O.C. ( \ 1 1 \ V I o � I 1 axo oxo I i 'ZF I I lV I I tV y' v l I GABA E I 2-J v I 1 v 2-C �'{ Q Z ' • I V N E X G A V A T E D I i NEW 4" CO SLAB ITH 6X6 10/10 " � ��+ � 4 CONCRETE SLAB WITH 6Xb 10/10 WWM I I OVER 6 MIL pLY VAPOR A IER OVER b 1 1 *; -- o0 OVER 6" COMPACTED 6RAVEL i I GOMPAG 6RAVE`.L OVI*R MPAGTED FILL 1-D m - I I 2-D cl � -00 4 1 I OVER COMPACTED FILL a? i I 4 4 00 � O 1-H 2-i i 1 ATTIC 1 N *�i 0000 ° Lr W 3/4'PLYWOOD SUBFLooR '-0'CEILING HEIGHT ( r Q - �j I � ( I °x° 2-E I • I I I � N 1 1 N �_ 1 0 A 2-H 1 V-1 1/2"PLATE HEIGHTki 1 N A I I I I v A 3 1 1 I i 4 a 4 1 1 w i t 1 1 I I U I I I I I I I I A i 1 I i A I I A A-3 I I � Aco -3 i i 1 ( PROVIDE 50' 0 ANCHOR BOLTS 0 45" O.G. I I I — — �� — — .---.— — I I I I ( I I ►--I MAX., 1'-0" FROM EACH CORNER,NO LE55 I I I 51/' x 117/8"P. L. (FLUSM I I 1 1 1 1 I Cn ?� C\ THAN 2 PER SILL,A5 PER CODE. BOLTS w D SHALL EXTEND A MINIMUM OF 7" INTO I I 1 1 i i 1 z5vv x 5 1/2"POST 1 i i � �' 1 I I 11 7/8"TJI 230 016"O.C. (> d+ CONCRETE(TYPICAL) I I 1 1 MINION r Ivuj 1 I I 1-G 1 I ii 1 I it cj U O i N INSTALL CORNER STUD HOLD I I I I I W I ; DOWN A5 PER CODE,SEE DETAIL 1 I 1 I I I I ( I I o N I , , I ,r et I I 1 1 I I � fn �•-+ I :. •.. I ( � 1 I I I I � I ' I ------------------------------------r__ --- ---� i u� 51/2" x 11 7/8"P.S.L. I I (2)2..xIZ 8.. (2)2�xS I I O --------------------------------------- ------ -- -- 16'-0"x 8'-0"OVERHEAD DOOR I -- - - 2-G 2-F � SHEAR WALL.USE 3/4" 'GDX' 1-F SHEAR WALL.USE 3/4' 'GDX' 5'-10 I/2' 8'-3' 5'-10 I/2' PLYWOOD THIS FACE OR EQ PLYWOOD THIS FACE OR 'SIMPSON' SHEAR WALL 'SIMPSON"SHEAR WALL FOUNDATION PLAN, EQ I6'-b'DROP TOP OF FOUNDATION EQ 20'-0' FIRST FLOOR PLAN, 20'-0' AND UPPER LEVEL \-2'-ON POURED CONCRETE 20'-0• APRON PLAN FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN DATE: 12/18/16 SCALE:1/4"=1'-0° SCALE:1/4"=1'-0" SCALE:1/4"=1'0" JOB- # 16-49 REVISIONS 1 2/2/17 General Notes&Specifications Division-26-Electrical TYPICAL NEW EXTERIOR WALL - CEDAR SIDING i. All electrical work shall conforms to local NEC and underwriters laboratory requirements.All electrical work to be certified by approved inspection agency,provide certificate to building department&owner. 2 11-Dec-16 2 As per 2015 International Residential Code for One&Two Family Dwellings,any alteration to a building will require that smoke alarms be installed throughout the entire building.Provide single&multiple station smoke detectors&carbon monoxide detectors as required by NEW CEDAR 5HINGLES OYER 'CEDAR BREATHER'(BENJAMIN OBDYKE) OVER#50 Division-01-General Construction code. (8314&R315).All detectors are to be hardwired to power source&interconnected with battery backups. BUILDING FELT OYER 5/6" PLYWOOD SHEATHING OVER 2" X 6" STUD WALL. 3 1. The general conditions,as written here,shall apply to the contractor and all trades and subcontractors he may employ in order to perform or complete the work in all of its parts.It is also intended that these general conditions apply to all materials unless specifically noted 3. Electrician to verify existing electrical service&panel are sufficient for new work Contractor to include in proposal price for upgraded electrical service&new panel as required. otherwise. 4. Electrician to re-label entire panel box. TYPICAL CEDAR ROOF 1 4 2. All work shall conform to the International Residential Code for One&Two Family Dwellings(publication date 2015),New York State Uniform Code Supplement(publication date March 2016),2016 Supplement to the New York State Energy Conservation Construction Code 5. Fire caulkin meetingASTM E 136 requirements,to be installed at all penetrations throw fire blocking&draftsto m 02.114 CGA CEDAR 5HINGLE5 TO BE CERTI-LAST TAPER 5AWN 5/6' THICK X 16' LONG (Revised August 2016)and the requirements of any other codes and authorities having jurisdiction, g PP g ()) a. Project is in the 140 mph wind zone.Wood framing,anchoring&nailing to be installed as specified in the wood frame construction manual for one&two story framed dwellings(WFCM 2015)using the prescriptive design method. 6. Center of all electrical outlets to be installed®12"above finished floor unless otherwise indicated. (SUBMIT SAMPLE TO OWNER FOR APPROVAL),RANDOM WIDTH,5 1/2" EXP05URE,WITH REMOVED DECORATIVE 5 3. All work shall conform to table 8301.2(1)Climatic and Geographic Design Criteria 7. Center of all switches to be located at 42"above finished floor unless otherwise indicated. COPPER FLASHING 4 DRIP EDGE OVER 1"X4" 5PACED SHEATHING WITH SOLID MOULDING FROM GAMBREL 4. These drawings and specifications have been prepared by or under the supervision of the undersigned and do,to the best of the undersigned's knowledge,information and belief,meet the requirements of the current update of the New York State Energy Conservation 8. All electric radiant heat indicated on plans to be"Easy heat"warm tiles cable.Installed as per manufacturers specifications.Model number dependent on size of bathroom. SHEATHING TOWARDS EVES. SEE MANUFACTURERS INSTALLATION IN5TRZTI ON5 6 Construction Code.Please refer to attached REScheck compliance certificate elsewhere on the documents. BELOW. ROOF TRANSITION 7 5. Project exists in seismic design category"B"and is thus exempt from the seismic provisions of the 2015 International Residential Code for One&Two Family Dwellings(8301.2.2) Division-28-Electronic Safety and Security 6. If existing structures to be renovated were constructed prior to 1978,contractor must provide certification of Lead paint abatement,complying with the EPA's Lead:renovation,Repair,&Painting rule. 1. All doors with direct access to a pool whether existing,or proposed,shall be equipped with an alarm which produces an audible warning when the door and/or its screen,if present,are opened.The audible alarm shall be fisted with UL 2017.The alarm shall activate within 7 8 7. Contractor to protect all materials,existing conditions to remain,and new construction as wired b good construction procedures.Contractor is responsible for an damage caused b rain or inclement weather during construction. seconds and sound continuously for a minimum of 30 seconds after the door and/or its screen,if present,are opened and be capable of being heard throughout the house during normal household activities.The alarm shall automatically reset under all conditions.The alarm p g reg Y g P P Y g Y gshall automatically reset under all conditions.The alarm system shall be equipped with a manual means,such as a touch-pad or switch,to temporarily deactivate the alarm for a single opening.Deactivation shall last for not more than 15 seconds.The deactivation swftch(es) 8. Contractor to be responsible for providing&maintaining temporary toilet facilities for all workmen shall be located at least 54"above the threshold of the door(R326.5.3(9.2)) 9 9. Contractor to be responsible for providing construction telephone service for all trades if adequate wireless signal is not available. Division 31-Earthwork 10 10.The contractor is responsible for site safety.Contractor shall provide adequate shoring and bracing to insure personal safety and minimum stresses to structure during construction 1. General contractor will be responsible for cutting down all trees,vines and vegetation etc.that are in the way of excavation,as well as digging out stumps and removing them from the premises. 11.Project to be kept safe,clean and orderly during construction Construction debris to be carted away by general contractor at appropriate intervals in accordance with local requirements.At completion of project,general contractor to broom clean all affected areas, 2 Strip all topsoil areas to be disturbed by excavation and store onsite for reuse as indicated by Architect or Homeowner prior to the commencement of work vacuum ducts,install new filters on heating and air conditioning systems as required,clean all windows, glass,screens,and skylights inside and out.Exterior to be steel raked level and all debris carted away.Contractor is responsible for all site cleanup related to construction. 3. Contractor to gradually feather out the rough grade to join the existing grading. 12,The general contractor is responsible for providing dumpsters on site to ensure all garbage and debris is contained and removed from site in an orderly fashion Dumpsters to be placed in a location approved by the Architect or Homeowner prior to arrival to site. 4. Contractor to rough grade around building perimeter to provide drainage away from the building.Finished grade to slope away from residence a minimums of 6"vertically,in the first 10'horizonWly.(8401.3) 5. Finished grade to be a minimum of 6"below sill plate.(8404.1.6) 13.Contractor to provide construction fencing and erosion control fencing as indicted on site plan or as requested by building inspector. 14.All labor,materials,and equipment to be fully guaranteed by Contractor against defective parts and workmanship for a period of one year from date of final acceptance.Contractor to provide manufacturers'warranty certificates to the Owner for all the equipment and materials installed.Specifically,the sealed motor compressors of the air conditioning condensers will be warrantied for a total of five years. Division-33-Utilities '~ t..t 15.The owner may order changes in the work without invalidation of the contract;such changes shall be agreed to in writing before such changes are made. 1. Contractor to have all utilities(water lines,sewer lines,gas lines,and electric lines,etc.)marked out prior to any excavation Before any work on site is to be done contractor to call the Long Island One Call Center®1-800-272-4480. 16.Any change or substitution to these documents must be accompanied by a written change order. Change orders to be numbered,dated and approved by architect,owner,&building department. PW 17.Contractor shall name the home owner,architect,&village(if applicable)as additional insured on contractors liability insurance. 18.Contractor to provide standard form of agreement between owner&contractor[AIA document a-xxx 1997 edition].Requests for payment to be made using standard AIA forms,G-702 and G703. 19.Contractor shall provide a waiver of Gens for himself and all subcontractozs and suppliers at time of final payment. 20.Do not scale drawings!Written dimensions supersede scaled dimensions. 14' "DORMER(38SK of 31') 21.Architect has not been retained for supervision or site inspections.Architect's role onsite is strictly to document construction progress and answer any questions related to design LL O � Division-02-Existing Conditions 1. The contractor shall visit the project site to familiarize himself with the existing conditions and to verify all dimensions and conditions of existing building and site.If any discrepancies between contract documents and actual field conditions are discovered,they shall be LU reported to the Architect in writing for correction Work done after the discovery of discrepancies and prior to written approval for correction shall be at the contractors own risk.No additional cost will be added to the project due to contractor's oversight in verification of existing conditions. Q 2. Should any field conditions or inaccuracies arise that would prevent the contractor from executing this project exactly as indicated in these construction documents,the contractor shall notify the architect immediately without proceeding with the construction in the area in GW. p W U, question. TYPICAL CEDAR ROOF TYPICAL CEDAR Q 2 .u_.I Z 3. A submission of bid shall imply contractor's acceptance to these drawings and all existing conditions. 3 � QL-3 F� G G F. Division-03-Concrete ---- - - L.t 1. All concrete shall test at 3,500 i at 28 days.Concrete shall be air entrained.Total air content shall not be less than 5%or more than 7%by volume.(Table 8402.2) LL Q Z W Ps Y y 2. Bottom of all exterior footings to be Y-6"minimum below grade unless noted otherwise. 5/4'X 4" 'AZEK' Z 3 Ln F- W 'zg �, C _ = WINDOW CASING W/ / \ / \ / \ Q W LU _ Q 3. All footings to rest on virgin soil with a minimum bearing capacity of 2 tons/square foot.Contractor shall have the level of acceptable bearing strata verified in the field if requested by Building Inspector. / \ / \ 'AZEK'HISTORIC SILL- 4. ILL = 4. All footings to be board-formed and shall have a continuous 2"x4"keyway. #AZM-6930 ;p / \ / \ / \ 3t- � aQ03 5. Step footings where necessary and install as per code with a maximum rise of 1'-0"and a minimum run of 34" `r 6. All footings to have a minimum of two#5 re-bars unless otherwise noted. RAKE OVERHANG, 2-G 2-F 2-E 2-D 2-C 7. Contractor to layout,with transit,the proposed new addition,with stringed lines on batt boards with 10'-0"offset. SEE DETAIL - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - , - - - - - - -- - - - - - - - - - - - 7 - Division - - -Division-04-Masonry 61 Cl 1. All Concrete Masonry Unit's(CMI))to be load bearing. -- - -- -_---- ------ ---- --- -- --------- - --- - -- - `� 2. All CMU shall conform to ASTM C90;mortar shall be""M"for interior applications or type"S"if exposed to exterior/freezing environments. Division-05-Metals TYPICAL NEW TYPICAL NEW 1. All wood construction connectors to be"Simpson Strong-Tie"or approved equal,installed as per manufactures specifications. EXTERIOR -- FIF] EXTERIOR WALL 2 All nails shall comply with ASTM F1667.All exterior finish materials to be installed with stainless steel nails&/or screws. 5/4"x 4' 'AZEK' \ 3. Anchor bolts to be"Simpson Strong-Tie SRB-16(5/8"0).Install bolts 1'-0"in from each corner and Y-O"on center maximum Install minimum 2 bolts per wall.(WFCM 3.2.1.7,Table 3.2A,&Table 32B) 5/4"X 4' 'AZEK' CORNER BOARD 4. Flitch plates to be installed with 1/2"diameter bolts or as otherwise noted.Bolts to be 16"on center staggered top&bottom Bolts to be re-tightened two times at two week intervals. CORNER BOARD 5/4"x 4" 'AZEK' / 11-c Division-06-Wood&Plastic CASING 1. Joists and Rafters to be Douglas Fir Larch#2 and better.Lumber to meet or exceed the following fb=875 psi a=1,600,000 psi NEW GARAGE DOOR, r 7 2. Studs to be Douglas Fu stud grade.fb=675psi,a=1,400,000 psi. 51�SGHEDUI E tti 3. All Laminated Veneer Lumber(LVL)to meet or exceed the following,e=2,,000,000 psi.fb=2600 psi. �'= - - - - - - - - - - - - - - - - - - r l C) -� t(d.f 4. All Parallel Strand Lumber(PSL)to meet or exceed the following,e=2,000,000psi.fb=2900 psi. �_ c 5. Double up framing around all openings,under parallel walls,under bathtubs,tiled floors,&kitchen cabinetry. 1-F 6. Cross bridging shall be installed at a maximum of 8'-0"on center.Bridging shall be solid blocking for conventional framing or diagonal bridging as per manufactures specifications for all engineered lumber. 7. Provide firestoPPthg(firebloddng)at midspan of all bearing and nonbearing partitions as per code. 8. Contractor to provide 2"x6"blocking on the flat in walls behind cabinets,robe hooks,closet hang rods,grab bars,towel bars,etc.Contractor to confirm all blocking locations with Owner and Architect prior to the installation of drywall or wall finishes. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9. All new plywood subfloors to be 3/4"CDX Douglas Fir.Plywood to be glued and screwed to floor joists,no nails will be accepted. 10.Plates rsnotindicatepondrns to be drawings (2) (x122.2) SOUTH ELEVATION EAST ELEVATION 11.Headers not indicated on drawings to be(2)2 x 12 minimum up to 10'-0"maximum See table forking and jack stud requirements for all headers. ^^ 0 12.Contractor to install hurricane clips,connectors,straps,etc.as per code and as directed by building inspector.Refer to details throughout plans for further info. „_ ,- „ F� 13.All lumber exposed to weather or within 8"of finished Bade to be pressure treated(8317.1(2)) SCALE:3/16 1 0 SCALE:3/16"=1'-0" O V v c� Division-07-Thermal&Waterproofing 1. Provide 6 mil poly vapor barrier under all new slabs&screed coats(not required under garage slab).All slabs to receive steel float finish.(8506.23) 2. Install 2"rigid insulation(R-10)under all interior concrete slabs as indicated on plans.Rigid insulation to be"Dow-Styrofoam brand scoreboard"or approved equal,installed as per manufacturer's specifications. V 0 3. Double underlayment is required for roof slopes of 2:12 through 4:12(Table R905.1.1(2)) N O w 4. Install ice&water shield from the eaves edge to a point at least 2'-0"inside the exterior wall line and all valleys&hips as per code and any additional locations as indicated on plans.Install as per manufacturer's specifications.(8905.12) 14'-0'DORMER tM%OF 51') U All exterior walls and Asphalt roofed areas to receive#30 building felt installed as r manufacturer's specifications.No"T ek"or similar duct to be installed unless directed by Architect. \ Q 5. p g per P Yv Pro 6. Roof covering material to be identified by packaging bearing manufacturers identifying marks and approved testing agency labels. Z U 7. Asphalt roof shingles shall have self-sealing strips or shall be interlocking and shall comply with the requirements of ASTM D-3462 -1 � ` � t, � cCf ,� � cts 8. Fasteners to fully penetrate through roofing materials and sheathing. �--t 9. For normal applications,use a minimum of 4 fasteners per shingle strip. CZ x 10.Minimum of six fasteners per asphalt shingle are required where wind speeds reach 110 mph or above and/or eaves reach 20'-0"above grade. 00 O t�C) W 11.All insulation to be un-faced batts installed with 4 mil poly vapor barrier toward heated surface.Insulation to be"Owens Coming"or approved equal.Install as per manufacturers specifications.Where eave or cornice vents are installed,a minimum of 1"of air space is required TYPICAL CEDAR between insulation and roof sheathing to allow for free air flow. RDOF (!J 12 Flashing to be installed as follows: Q) a. At wall intersections with the roof. j ti b. At parapet wallpenetrations. �. } c. Wherever roof changes slope or direction 13.All openings to be properly flashed and protected. RAKE OVERHANG,SEE 14.Copper pans to be installed under all exterior door&window sills. DETAIL 15.All cedar roofing to be installed as per manufacturers specifications.Install over 1"x 4"spaced sheathing as indicated by details. " 2-J 2-i 2-H U 2-B 2-A 5/4 x 4 AZEK ❑ ❑ 0 Division-08-Openings _ r 00 1. All doors and windows to be"Andersen""A-Series".Refer to window&door schedule for model numbers&additional information CORNER$OARD - - - _ w � r Division-09-Finishes 1. All gypsum board for new walls to be 1/2"thick,ceilings to be 5/8"thick unless indicated otherwise on plans.Screw at 8"o.c.around the edges and 12"o.c,in the field.Screw attachments of sheetrock to penetrate wood studs at least 5/8",and metal studs at least 3/8".Tape and 3 coats of spackle and sanded ready for paint(sand to a finish).All exterior comers to have metal strip comer beads nailed or screwed at 4"o.c. 2. All finished areas of basements&all bathrooms to have moisture resistant sheetrock(greenboard)installed on walls&ceiling,with water resistant durock or approved equal,in wet areas. / \ / \ w/ O CD 3. Install 5/8"Type"X"sheetrock on walls&ceiling of boiler rooms and garages. TYPICAL NEW r"-+ i EXTERIOR WALL `�? I-rl z m -IF-IF] -FE Division-22-Plumbing s t-l-� w water piping shall be"Pex"tubing and installed as per code&manufacturer's specifications. 1-B A 5/4"x 4' 'AZEK' O m U U . o 1 All new PP 8 S P P p 2 All new plumbing drainage and vent piping shall be schedule 40 PVC above grade and cast iron below grade unless otherwise noted on plans. CORNER BOARD 1-I O 1-H 1-G a 3. All new hot and cold water piping shall be insulated with 1/2"thick armaflex jackets&located away from exterior walls to avoid freezing. 4. All new washing machine installations to include'Watts hitelliflow"'Series A2C-M"automatic washing machine water shutoff valve or approved equal. 5/4'X 4" 'AZEK' Om WINDOW GA51N6 W/ 5. Provide curb with pan&drain to all 2nd floor(or higher)washing machine installations. 'AZEK'HISTORIC SILL 'Q Division-23-Heating Ventilating and Air Conditioning(HVAC) - - - - - - - - - - - - - - - - - - -6930 - - - - _ - - - - - - - - - - - - - - - 1. Contractor's heating subcontractor to perform heat/loss calculations for entire building and review boiler/furnace size and requirements and report to architect,contractor,and owner all recommendations.Specify size of boiler/furnace in bids. 2. Ductwork to be protected from debris&covered immediately after installation HVAC system is not to be turned on until completion of floor sanding&taping,spackling&sanding of gypsum boards wall finish. 3. Install mechanical ventilation in each bathroom and powder room (110 cfm minimum) 4. All laundry dryers to vent to exterior.Verify location of all vents with Arcfltitect prior to installation. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 5. Cross ventilation required in all enclosed attics and enclosed rafter spaces.Total net free ventilating area to be at least 1/150 of area of space ventilated - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTERIOR ELEVATIONS NORTH ELEVATION WEST ELEVATION DATE: 12/18/16 SCALE:1/4"=1'-0" SCALE:3/16"=1'-0" JOB# 16-49 REVISIONS 1 2217 2 3 4 TYP I GAL NEW EXTERIOR WALL - CEDAR 51 D I NG 5 NEW CEDAR 5HINOLF-5 OVER 'CEDAR BREATHER' (BENJAMIN OBDYKE) OVER #50 - - - - - - - - - - - - - - - - - - - - - - - - - - 6 1�1 RAKE #AZM-26'1 BUILDING PELT OVER 5/5" PLYWOOD 5HEATHING OVER 2" X b" 5TUD WALL. 7 INV 'AZEK' RAKE BOARD TYP I GAL CEDAR ROOF I — TYPICAL CEDAR ROOF 8 I GGA CEDAR 5HINGLE5 TO BE CERTI-LAST TAPER 5AWN 5/5" THICK x 15" LONG I I 9 " / \ (5UBMIT 5AMPLE TO OWNER FOR APPROVAL), RANDOM WIDTH, 5 1/2" EXP05URE, WITH - COPPER DRIP EDGE 10 AZEK 5 1/2 COPPER PLA5HIN6 4 DRIP EDGE OVER I x44 5PACED 5HEATHIN6 WITH 50LID BED MouLDING#AZM-26 5HEATHING TOWARDS EVES. 5EE MANUFACTURERS INSTALLATION INSTRUCTIONS i IND" 'AZEK' RAKE BOARD BELOW. r_, 14x6" 'AZEK' FASCIA BOARD For 4.12 slope and steeper,use Nurrnber 1 Grade"shingles at 5*1, Two nails(only)for each 51/2''and E 1r''�'exposures tar shingle ximately 4"from 16",18'and 24"shim ties edge an approximte 1 1,2` b' res cdvtlr.For Irr mr roof •eblatie expa-sure fine. Q stomas andfi'er product ;paced sheathir should TYPICAL SIDING grades use reduced exp:dsuris (dee Page�®) be 1 x or 1 x'6 i GOR-A-VENT 5-400 I STRIP VENT(WHITE) Space shingles I LL 114'-3,a"apart -, 1 1 0 � 1/2" 'GDX' PLYWOOD 5HEATHING I I AZEK BEAD BOARD c W } SOFFIT OVER. I/2 PLYWOOD 'AXEK'3" CROLLN #A41-52 in a I 61 M M ut yam" > aaw o h Af*e.rnate course` :- I4x6" 'AZEK' FRIEZE BOARD Q �• -' z : :.. 3 joints st ould - "` � :, K. • ~ z LL �°- �' rot a.?ign o a O W Q � W P.djacer�t courselo�rt dshea�hinr TYPICAL NEW EXTERIOR WALL I z g in in should be seg i W t PROFILE 11121rninimurr� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LU -.1 - G� rr Eave Protection(Wend t r3 a edge) � — — — � Q o: Q Product sh�culd pro je r,. � `�� FI:st course doubt ad or tripled \ DETAIL @ DORMER SOFFIT S DETAIL @ RAKE MOULDING d beyond o3�d the fj p ci-1 (Fascia Rafter `°�...._..R axter \ 3 1 --._._._ ... pp ' \ SCALE:3=1'-0" ever the gable or ra%e end \ / / o \ / N \ Oi N \ / CD / O \ O TYPICAL RAKE OVERHAN5,SEE DETAIL#I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ / I 2"x8"R.R.Q 16 O.C. �� �� �� � I 2x8 R.R.®16 O.C. ( I \ ►- � "" 2 6' I I tP I I / •q ,. I I I I \ .I I I I � •1, I' •II I I \ GONTINJOLISLY VENTED SOFFIT(MAIN BUILDING) 1 HURRICANE STRAPPIN6,SEE DETAIL#2 I HURRICANE STRAPPING (EACH RAFTED,SEE DETAIL4-4 \ \ / V ��., \\ CONTINUOUS RI06E VENT 4 HURRICANE /' �"� " �LI _ ., STRAPPING(EACH RAFTED,SEE DETAIL / t Uw 2' / S. .T Q � 4; GONTINUOUSL Y VENTED SOFFIT(DORMER) t / '-0 HURRICANE STRAPPING,5EE DETAIL#3 i i \\ 4 12 \ / 1' 2" ' R TYPICAL CEDAR ROOF 'a 00 COPPER FLASHING t DRIP tP6E TYPICAL CEDAR ROOF \ co O W II SIMPSON STRONG TIE CS-I6 RAFTER — [--I TO RAFTER STRAPPING(1YPICAL) / SVENTED SOFFIT TRAPPING �t HURRICANE V) 12 L J DETAIL 112 �I i COPPER DRIP EDGE \\ 8 � 1 I CONTINUOUS RIDGE VENT S HURRICANE 5TRAPPING t- a (EACH RAFTED,BETE DETAIL BED MOULDING#AZM-26 = I I HURRICANE STRAPPING(EACH \ I4x8" 'AZEK' FASCIA BOARD I RAFTED,SEE DETAIL — W 00 - - - - DETAIL SEE VENTED SOFFIT,SEE — FL DETAIL FLOOR STRAPPIN6, W Q T 1;I 3 / " �1 4" .S. . _IZ� I I"x4'PINE CASING F--� 6'HALF ROUND COPPER 6UTTER5.STYLE SNAP, 4 TYPICAL NEW EXTERIOR WALL CLIPS TO BE SELECTED BY OWNER 5UBMIT 5AMPL.E - f W O Un FOR APPROVAL.ALL NEW GUTTERS 4 LEADERS TO COR-A-VENT 5-400 STRIP VENT(WHITE) PROVIDE 5/6' 0 ANCHOR BOLTS o Ii DRAIN TO NEN DRYNELL.SEE SITE PLAN. 45'O.G.MAX.,I'l FROM EACH ' GARAGE 1IJ 1 4 "� 1 1 CORNER,NO LESS THAN 2 PER BILL, co NEW 4" CONCRETE SLAB (PITCH I/6' PER FOOT) I AZEK BEAD BOARD SOFFIT OVER AS PER CODE.BOLTS SHALL EXTEND WITH 6X6 10/10 WWM OVER 6 MIL POLY VAPOR (, cn I I/2 PLYWOOD A MINIMUM OF'1 INTO CONCRETE BARRIER OVER 6" COMPACTED GRAVEL OVER W oN 2"x8"R.R.0 16"O.C. d, (TYPICAL) / COMPACTED FILL C) F� I �I � I 2°x84 R.R.®16°O.C. ( I � cn ! ( I 'AXEK'3" CROlI1r1 OA31-52 rf, 1 R 6' _ Zl! If It 41C 1 1 L -.-- O I � I Ill AZEK FRIEZE BOARD / `V:li`y`)1 1:1 `� `i. )i moi'.`? •.. .i:aye"".�y�r 75�i;'^h,y j! .'�,t •�-�. i�;�J[�` f'\�`i. -YL, .p1'"���1. DAMPRDOFIN6 trypic � .,b : ..: . �; 7 �, -•�..,•. . h -a ll lr rw./ �r� $.;F•'$S. �.r,i .�:pj.«., y: t 2;�, :�., 4 �:.;. r,' •�. .; n.• 4 e,�., +• 6" -�':: aa�;:v::(•'Y...r,. :.:',ri!:y.*.•..4:r1}iL,hn=�•.ri�`�;?::i.y.i�;•!':�ti�'F,a{.st�'i>S,'t. 1,• :. +�+.�:'pn:ry M:;. I POURED CONCRETE FOUNDATION TYPICAL GEDAR ROOF I TYPICAL NEW EXTERIOR WALL I FOOTING W/(2)#"�BARS IG 12 ( / (TYP ALJ . '.. _y 1 i I I / 2'x4'KEYWAY-- LAN,CROSS 7 1_I - - - SECTION ROOF o&DETAILS �' 1 ROOF PLAN DETAIL @TYPICAL SOFFIT (MAIN BUILDING) SCALE:1/4"=1'0" SCALE:1/4"=1'-0" ROOF AREA:878 SQ FT DATE: 12/18/16 JOB# 16-49