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HomeMy WebLinkAbout41228-Z FQcIre69, Town of Southold 7/12/2018 Ek0 -A P.O.Box 1179 corh 53095 Main Rd Alt Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39762 Date: 7/12/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6500 New Suffolk Rd.,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-4-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/29/2016 pursuant to which Building Permit No. 41228 dated 12/15/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch, outdoor shower stall and outdoor barbeque, to an existing one family dwelling as applied for. The certificate is issued to Figari, Steven of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41228 5/22/2018 PLUMBERS CERTIFICATION DATED 4/17/2018 Br iccuch ut riz ignature �gac�ot,r�aTOWN OF SOUTHOLD moo �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • 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#: 41228 Date: 12/15/2016 Permission is hereby granted to: Armstrong, Jeremy 1200 Skunk Ln PO BOX 630 Cutchogue, NY 11935 To: partially demolish existing single-family dwelling and construct additions and alterations as applied for. At premises located at: 6500 New Suffolk Rd., New Suffolk SCTM #473889 Sec/Block/Lot# 117.4-34 Pursuant to application dated 11/29/2016 and approved by the Building Inspector. To expire on 6/16/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,551.60 CO -ADDITION TO DWELLING $50.00 Total: $1,601.60 B i 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$15.00 Date. 2 (,v New Construction: Old or Pre-existing Building: (check one) Location of Property: ��� MJU U House No. Street Hamlet Owner or Owners of Property: �gwe V-:1C,040- 1 1 it Suffolk County Tax Map No 1000,Section Block 014— Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one Fee Submitted:$ Applicant ignature pF SOUK,®l , Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® aQ roger.rich ertCaD-town.southold.ny.us Southold,NY 11971-0959 COUN�1,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Steven Figari Address: 6500 New Suffolk Road city,New Suffolk St: New York zip: Building Permit#: 41228 Section: 117 Block: 4 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 83 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 12 Wall Fixtures Smoke Detectors 8 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-pW Dryer Recpt 2QA Emergency Fixture Time Clocks Disconnect 200A Switches 72 Twist Lock Exit Fixtures TVSS Other Equipment: 105 Lighting Fixtures, 1- 40A Steam Generator, 5- Bath Fans, 7- Under Cabinet Lights, 10-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 22, 2018 0-Cert Electrical Compliance Form.xls f so j Town Hall Annex l� Telephone(631)-7654802 54375 h+iam Road I~ax(630:761-95-02 P.O-Box 1179 Southold,New York 11971-0959 ' BUILDING DEPARTMENTTOWN-OF SOUTHOLD JUN 2 7 2018" BL MDING DEPT. Building Permit No_ W2 28 Owner. S4e ve ( lease print) Plumber_ Rrad P.e(uch .x (Please print) "1 certify that the solder used in the water suppiy-system contains less_than 2110 of 1'0/o _ lead. - - IiPlumbers-s - Swom to beFare me this day of 20 _ _ _/� TRACEY L. DWYER - (J" NOTARY PUBLIC,STATE OF NEW YORK NO.O1 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Q-1—f3 Notary Public,SdLiL—Count3l lY Y BOE SOUT cou y O to a TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fuLonm ®� 5 � 7n IYA DATE c3 -7-- INSPECTOR so Ulyolo MOM TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ /ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING_ / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &-6 d 44, �4(Mbl-a (¢l O(- Qr� - � ►✓ C ( - old - DATE INSPECTOR of So� T9p TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS: P/1�►Vn I�+h 0 -Wo -�QVIOVDJ AM IDK C.mi l, kJ wi f- D w Iii - � 4�aw..�, Drd✓ -I� DJC ��, '��� ��r¢� l DATE tf1tf12V � INSPECTOR A LZ� Of SO(/lyolo cp TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION- FOUNDATION 1NSPECTION- FOUNDATION 1ST [ ] OUGH' PLBG. [ ] FOUNDATION 2ND [ V INSULATION ® At- 101-Y4;d [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE_CT/RICAL (FINAL) REMARKS: C c �� "�l ►^�" � — D1�,V/ fa D r DATE *46`00 INSPECTOR %lk SOUTH,°lo lcourm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � /17 INSPECTOR � lvyg OF 50UTyo� _ - f # TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 IN S-PECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ �ftv,� CAULKING REMARKS: 'LC DATE INSPECTOR CHITECT MARK SCHwARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com July 03,2018 D RUEOVE D Southold Town Building Department JUt - 9 2018 Main Road BumDiNG DEPT. Southold, New York 11971 TOS?OF SO OLD Re: Figari property 6500 New Suffolk Road New Suffolk,New York Permit#41228 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. I have reviewed the footings,footing depth,foundation and damp proofing and to the best of my knowledge,that construction has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, f„5�F i m M1 r a� N •r Y R 1 1 Mark Schwartz AIA ivlembet American lntitttutc of Architectme �FIELD INSPECTION REPORWCOMMENTS FOUNDATION(1ST �,- FOUNDATION(2ND) i'l�•fia . ti 1. , l / 'I min MW • . 1 IM 11 PLUMBING � . L'1L ff1d7bMill INSULATION ENERGYSTATE • 1 r tic _ IL �fi.7 :fifL ,L� Vii/ . ADDITIONAL COMMENTS �� r• w � • PON%- �Cl�f�f. .1, 11 s ui. l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BuirLe ING 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 Flood Permit Examined_WL51___,20_[4 D IKE OVE Single&Separate Storm-Water Assessment Form Contact: Approved 20� N 0 V 2 9 2016 Mail to: 2 r� -4 a/c BUILDING D '� Phone: Expiration �20 TQ�N OF s0 BuildinVsWcVir APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) Stat e whether applicant is owner, lessee, agen , architect, ngineer, general contractor, electrician,plumber or builder r- !2 Name of owner of premisesT � (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: Lle House Number Street Hamlet County Tax Map No. 1000 Section 0 Block Q4� Lot r� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy f proposed construction: a. Existing use and occupancy b. Intended use and occupancy EA— CAJ/ M20'n a AJ If 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 esor mixed occupancy, specify nature and extent of each type of use. 7. Dimensions r��existinflru-ic , ifany:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number f Stories - 5e14—Size of lot:Front U�V arc- I! '/ Depth 10.Date of Purchase Name of Former Owner f�; 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 NOV—Will excess fill be removed from premises?YEQA/"7 NO 14.Names of Owner of premises � Address N FW SU f Fo L V,Phone No. (D Name of Architect Address Phone No 3 Name of Contractor Address Phone No.�A, 19Z9 '��®d 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 E/REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO IV * 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—K, * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF hAZP*"—' YCIlbVIVT17 beingduly sworn,deposes and says that(s)he is the applicant Y (Name of individual signing contr ct)abo a named, (S)He is the 144c#1 Contractor,Agent,Nrporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn 0 before me 5/0a9 day o20 �A WXILL 9 - CL4,& Y L. DWYEF1 Sign a of pplicant Notary Public NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2U2 Scott A. Fussell ��° � �� ST01KMWA\T]E]k SUPgRVISOR MA NA\G]EIMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT T INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. �'13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ElC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - - on FIRM-Map-of-any-watercourse:---- --- -- - ----- ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT*o. gent,Contractor,Other) S.C.T.M. #: 1000 Date: Dutrnct NAME. Z � '�ecTfon Block LotFOR BCt1LDING DEPARTMENT USE ONLYContact Infor ✓ I Telephone�umhcr• _ _ _ _ _ _ _ _ _ _ _ + _ _ _ _ _ _ Reviewed By: Property Address/ Lo ation of Const Ction Work: _ _ _ _ _ _ _ Date ®v c Approved for processing Building Permit. F� Stormwater Management Control Plan Not Required. L 1'e__ ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T,M, 1000 CHAPTER 236 (Property Owner,Design Professions}, nt,Contractor,other) TOM �951JE , Stormwater Management Control Plan CHECK LISxT NAME: 1 Sect on Block Lot S M C P -Plan Requirements. Provide ONE "" lb i 4 copy of the Building Permit Application.y Date: The applicant must provide a Complete Explanation and/or Reason for not providing �z/oZ all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NONA If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Pro erty Boundaries b. Total Site Acreage. c, Existing- atural & Man Made Features within 500 L.F. of the Site Boundary as required by§ . d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Cleating& Area of Proposed Land Disturbance. limited to: f. Existing& Proposed Contours of the Site Winimum2'intervals) Construction Entrance g, Location of all existing&proposed structures, roads,. encing, stabilization & driveways, sidewalks,,drainage Improvements &utilities. 'p ose anr inactive soils- dT h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. Location of ro osed Soil Stock ile -Area(s). 0 DRAINAGE IFISPECTIONS ARE REQUIRED k, Location of proposed Construction Entrance/Staging Area W. C511WT 1-05 Engineering at 765-1560 before I. Location of proposed concrete washout area(s). BaCktill,OR Provide En ineer's Certi ficklan M, Location of all proposed erosion&sediment control measures. that the drainage has been installed 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all Impervious surfaces generated by a two(7)inch rainfall/storm event. m m nwl 5 3. Details&Sectional Drawings for stormwater practices are required for approval. DD Items requiring details shall Include but not be limited to: ng 1 -4 2016 a. Erosion & Sediment Controls. b. Construction Entrance&Site Access, t/ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d, Leaching Structures (e. . infiltration basins,swales,etc.) TOWN OF ,., 1:012. 1::NGINI.-:EI DEP r 1E T USE ONLY**** 1 Additional Information is Required. Reviewed & Approved By: I Stormwater Management Control Plan is Not Complete. _ _ _ _ _ ^ _ _ _ _ _ _ _ _ _ _ _ l Stormwater Management Control Plan is Completes Date: SMCP has been approved by the Engineering Department. l FORM f SWCP Check List -TOS MAY 2014 1 � H 0 0 H o w EROSION &SEDIMENT CONTROLS Shall include but not be limited to: o A well maintained Construction Entrance, N Wire Backed Silt f=encing,stabilization & m o Seeding of exposed and/or inactive soil$, X v p0 m o 0 `i "t 0 ®RA1NAGE INSPECTIONS ARE REQUIRED w 2 Contact TOS Engineering at 765-1560 before 0 00 Backfill, OR Provide Engineer's Certification o that the drainage has been installed to Code. Lo U Cn v APPROVAL OF STORMWATER MANAGEMENT w CONTROL PLA -Tw Code C 6 �+ Date: 2 1't l o Approved by: H U ~ U AGEMENT DETAILS ° W .s. ENO H INGLE BEAD HALF ROUND GUTTER U� U NOTES: STANDARD 5" 1).E(ECUTION: J�•, A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT QI METALS WITH PROTECTIVE BACKING PAINT. 3 � 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2" 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JO r!s Y a).COPPER/LEAD:FLASH AND SOLDER GUTTERS B).ALUMINUM: RIVET AND CAULK WITH A BUTYL iQi' JOI '�`+'a: I � DRAWN: MR/MS �11 k"� CONNECTORS. SCALE: 1/4"=1'-0" 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM � .S CONNECTION WATERTIGHT. c I+� JOB#: DRY WELLS TO BE 10'MIN. 4).PROTECTION: ry Qi December 13,2016 AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PR B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BE R SHEET NUMBER: COMPLETION. 'Ys - F .s A"M Q��F�ack� Town Hall Annex Telephone(631-1802 54375 Main Road _ Fax(631)734-9502 P.O. Box 1179 � Y Southold, NY 11971-0959 Q s BUILDING DEPARTMENT NOTICE OF UTILATION.OE TRUSS TYPE CQNSTRUTLON, PRE-ENGINEERED WOOD CONSTRUCTION ANLL OR-TIMBER 130148TRUCTION Date: Owner:_ '�.. a Location of Property. ✓0C ' s VF) " Please take notice that the(check a+ t 'line): ' New residential structure Addition to existin regidential structure A . Rehabilitation to an-ex_ispng.resiat strac to be constructed or performed at th sttt3 �ii°� f�0in- of 6M, a above will Utilize r ire 15+'• 's�. ,., (check applicable line): Truss type constn.ii�tira-f .j: `i, h' Pre-engineerdd �vgQc( i_tsfntc&t P }q;' ` Timber construction in the following location(s)(check applicable line): Floor framing, including;Offder .md,bdam§(F).. Roof-fcarbiq (R),. - Floor of. 'n F114 Signature: ' TTt -Name (person subr:�itfing this forsa i. Capacity(check applicable line): Owner - - Owner representative ussResReg15.docx Effective 1/12015 p'F SO�TyD Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road N CJ _ex 765- 5q2 P.O.Box 1179 G, Q roger.richert _Iown.sout�O .ny.us Southold,NK 1197I-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: �wn Date: 0/r? Company Name: � . Name: e v,4 �v,A&A-C- r License No.: 6 Q�_ � Address: o S c, ) �2 Phone No.: � _ a ' f JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: C- *Phone No.: I _ a V - - Permit No.: Lf 9 Tax-Map District: 1000 Section:—fl�q— Block: Lot: *BRIEF DESCRIPTION OF WORK(Please print Clearly) I i (Please Circle All That Apply) i *Is job ready for inspection: WN OFinal *Do you need a Temp Certificate: O j Temp Information(if needed) *Service Size: (5;1 as 3Phase 100 150200 300 350 . 400 Other I . *New Service: Re-connect nderground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection F rm„( �d� //��� Bunch, Connie From: JNS-Office <office@jnscontracting.com> Sent: Tuesday, July 03, 2018 11:19 AM To: Bunch, Connie Cc: Steve Figari Subject: 6500 New Suffolk Road - Figari Residence Connie, Please see below picture of the Fire Placard for the Figari Residence at 6500 New Suffolk Road in New Suffolk. I know this was one of the items missing for the issuance of the CO. I believe you emailed Mark Schwartz for the other item. Please let me know if you need anything further on our end; thank you. JUL 3 2018 BUILDING DWT- TOWN OF SOUTH.OLD II!' r 1 JNCO�,riRACTIIIMG Bill Zounnas AS Contracting 256 RTE 25A Wading River, NY 11792 P—(631)929-5500 1 F—(631)929-5501 B L! h�A 2 LOT.AREA. = 14,895 SO FT. 4 NOW OR I- HI1 MARK AND DIANA SCI-(VVATI'(A 03'E �FCo.iEN 07'01 '20"E i�U.�� .06E1 FD 02 0 0'td MON- �65�\ 02N -K � chain iin1T fence 3 �Sh'C i LON o f4 �' 41S rr Shed . Q) �. Co Outdoor - - shower 4a m 7•x4. O O t4.3' r? 1 > z O �6 8200 R U O y 4 (!T 1�"fit 122' o � O F `0 I1 w I r1 CL xI a 2 SiY t-'1 > FR rn T� DWELL c�- > T Q # :L1 a I T: x 1 Q r1 covered 79.3 C J porct I I m C� 4` CD CC) >4 1 C10m FC O FC `, x1CID "7.v/ l picket fence f 100.00' t t'S MON i x x MO 5 07'05' 0"4', �1 00 00'� NF'i'iF SUFFOLK RDA. WE L'CSq_1;CE Of rV,T cc tArS A7T0 07 Ey FCil"S OF RECORD,IF A:ft,NOT SNOwN 4r[NOT GUARAtTED INC OMMS{OR ai,-ENSMIC',SHONN HEREON FRW1 rr,E SIRUCTVRLS FO fHC - PROPRTY UnCS ARE FOR A SP£CtrC PURK�ANO M AND Th-BEFORE ARE NOr JOB No 16-234 FILE No 987 F OTTEN ED TQ OtADE*Ni E°ECW4 OF FENCES RCTVN:+G WQ1S POCI.S,PATIOS PIAHTINO AFZE.S,ADCrIKW TO SLIAIVIGS CR WY OTHER CONSTF[:1104 - SURVEYED FOR STEVEN td FIGARI UPlAN}fi'J:i:jjEO Ai.TERADOY,t?A3Su:C+t TO T,91,aLR E`f S A Q,'rp^:pt OF„.CP,On TZG9,OF THD-NCW nthK SWIG=cArtON/(Aw. CUARAf6TEm N,auk"L i Loam".4!W-L RUN OTi.Y TO INC ruiiSCt co"'.you THE' SLR6w IS Ffv'-sw0,,44D ON M3 BmA1F TO THE TFit£ SSITUATEDAT NEW SUFFOLK ° ACENCY ANN,L0u.'G$141111.11"1 ll'"TLJ HEREON.A::G R R<tiw.;�J.LES CF THE = _ EEncsc v,Tn!T a cW.s s ARE rOr TRnH;F�a>a ::s+runati.;t:isnTunas TOtvN OF.SOUTHOLD, SUFFOLK COUNTY, N Y �- ` OR SLRS£OtpNT m"CAS - t 5 Cf TIM SLIMY Naa NO HEAP ,TrE wm SMS-CRT.�'S LWED SEA � SCiLE 1 _ 30' DATE B-23-2016- 84S"iE0 S I fLL S .L WMIT OE V0W_ CMZD TO W�VAL"r.r COFY - - ---� MAP No DATE CERTIFIED ONLY TO ; `AX MAP Na.(RES ONLY) 1000-117-4-34 DISK 2016 'KENSINGTON VANGUARD NA.710N--- L941) SERVICES r- --- STEV4?kRT TITLE INSURANCE C_OMPAUY j HAROL D F. TRANCHON -JR PL WELLS FARGO ONK N.A., ['S 3l CCE3ORS t L;,nO SURVEYOR ' AN6/01R ASSf3NS STEVU1 M. FI'GARt f',O BOX 616 �, = 1666 ;�'F,;;t::.; `RIVER—MANOR RD WADING RIVER, (/ I .^ F't-v— G NEW YORK, 11792 1b'.RfJLD F. TR hCYCV JR NY. EIC No. 048992 631-929-4695 " PENN ILIC No 211v-E 4 REVISIONS: SITE DATA: SCTM # 1000-117-4-34 DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: M EiOVEQ AS NOTED EU PROPERTY: 14,895 SQ. FT. .34 ACRES DATE: B.P.p� v` ESTIMATED AREA OF 6970 SQ.FT. GROUND DISTURBANCE: FEE: tBV:----��_..�. NOTI:"-Y BUILDING DTPA"RTVIE�j AT 765-1802 8T 4 "vl FOR4 THE HOUSE: 992.1 SQ. FT. 637.4SQ,FT. 1629.5 SQ. FT. 10.90/0 225 CU.YD. 30 CU.YD. 1. FOUND., it 1i - T1tA l(_I F.-C'J"PIED GARAGE: 345.6 SQ.FT. 345.6 SQ.FT. 2.3% - - F0R POURED CCE,.'P�-:'1 F 2. ROUGH - FRA%',;.N« & PLUVE:NIG COVERED PORCH: 106.1 SQ,FT. 115.4SQ.FT. 221.5 SQ.FT. 1.5% 3 CU.YD. 2 CU.YD. 3. INSULATION 4. FINAL - CCt4ST�UC T ICDN MUST DECK: 410.5 SQ.FT. [TO REMOVEJ - - BE C=PLE T E PC", 0.0. ALL CONSTRUClICN SHALL LIcET THE REQUIREMiENTS OF THE CODES OF NEW G E 0 R G E A D SHED: 9QOSQ.FT. 90.OSQ.FT. 0.6% f? YORK STATE. NOT ESFONS15LE FOR O DESIGN OR CONSTRUCTION ERRORS, ELECTRICAL PROPOSED DRYWELLS: (2)8dia.,5deep - 15 CU.YD. 5 CU.YD. COMPLY WITH ALL CODES OF INSPECTION, ME-01 IRE D NEW YORK STATE & TOWN CODES TOTAL: 2286.6 SQ.FT. 15.3% 243 CU.YD. 37 CU.YD. O AS REQUIRED AND CONDITIONS OF 10--l! MEETS & BOUNDS BY: HAROLD TRANCHON JR., PC DATED: 08/23/2016 H u " ,' 07i rrL w I ARD p S u Furl S O r-- t?L S PV.CA7ADIX 3 M-OUIRED a N 0 F I JEREMY ARMSTRONG OCCUPANCY OR � & MARIA RIVERA Q Z USE IS UNLAWFUL WITHOUT CERTIFICATE 0 � OF OCCUPANCY � Q � Q � DRAINAGE INSPECTIONS ARE REQUIRED S 82057 '40" E 149 '00 11 Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Cade. r-; _ I - - PLUMBER CERTIFICATIO"V 0 EX. ,_� N CONSTRUCTION DUMPSTER PORT-A-LAV TO REMAIN O -,Q CONTENT BEFG��ta I N TO REMAIN ON SITE FOR ON SITE FOR DURATION r- DURATION OF CONSTRUCTION OF CONSTRUCTION -,; 0FOccuPa!�l;Y - SHED �-1 _ v .,...� z w r 5.7' -1 8'dia., 5'dee 24.3' Q ADW ; �,� p EX. ASPHALT DRIVEWAY ce Ce (-"'F'LY TE(F_t 9.0' �_1 DRYWELL �--- O -i EX. GARAGE °° z Lu I 0 LL c ' = ' -6-.-0- PLUMBING EX. OUTDOOR ---------------------------- ALL -----------------,------- ALLPLUAB11G1FSTE ------------ 39.5 &WATER LINESt,:= ED SHOWER LL/L1 JNG- �..., ooTESTING REF9RE 'f 14.4 ; I I.� - 1 P O o 40.9' O � � 00 Ox� - , � HOUSE o 0 -CNI C0 _i O N I O ' ' 1 t- 1 I N O F _ --� ----------- --- _ - - I_. ._ �_ 11.9 H I o MARK & DIANA ['�"J j-1 11 ;p � T, 13.5' `�' 17.6' I-� � 81 SCHWATKA --� i 1 PATIO ON o I- LIJ O ; ° lu Q !_� GRADE .• I- O ft- Itl 1 1 p °� 1 1 0ui 4 I --------- 40.41U J N Ln u L N 0 i~ CONCRETE J I-1 WASHOUT / /i 011 NQ i - y / � 111: :►fir v1 V M ; STORM WATER MANAGEMENT DETAILS un I SOIL I 8'dia., 5'deep / HAY BAY W/ SILT FENCING I_ /� /' LIMITS OF CLEARING TO BE ROOF AREA:2453 SQ.FT. N.T.S. DRYWELL 1 NO MORE THAN 20' FROM AT 100° WATER RUNOFF:410 CU.FT. PROPOSED WORK AS / / INDICATED ON SITE PLAN PROVIDE(2)V DIA.X 5'DEEP DRYWELLS IJ T T T T T T T T T T T T T T T T T T T T� DRYWELLS CAPACITY:422 CU.FT. S L 1 1 1 1 1 . 1 1 I 1 y 1 1 1 1 1 1 1 1- 1 �- F��,•yl -` -` SINGLE BEAD HALF ROUND GUTTER V STANDARD 5" NOTES: x � � N 82057'40" W 149 * 89 ' 1}.EXECUTION; A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1) METALS WITH PROTECTIVE BACKING PAINT. N C/ F 3.INSTALLATION: f A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SITE PLAN ® 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ,' s AGACGLLC a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND,,,-, ACCESSORIES. 1 i B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP'7t�It i +� DRAWN: MH/MS SCALE• 1" - 1O'-O' CONNECTORS. % REVISIONS: - z rF Hill 111111, 11 IN O A wz � o0 � w a O w H Q Q PROPOSED, SOUTH ELEVATION o SCALE: 1/4" = 1' a 0 w � 00 w � 0 N v X O � 4 " et u 5 't� ❑ � ucu v� in N � W ❑ W W 0 U O ® N UV EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' ' lll„N sC�A'�� DRAWN: MH/MS sal,a. a 9r' SCALE: 1/4"=1'-0" JOB#: November 29,2016 � '��, C,23. `� SHEET NUMBER: REVISIONS: V) O Q W � W ® Q Q El ❑ w LLh PROPOSED EAST ELEVATION SCALE: 1/4" = 1' ° Q � H 0 o wkn 0 N v � m i o M � o cr, v �O .4 0 � vein v OLI N 0 v 0w � a - - - - - - - - - - - IF eo w V O N ,'� ❑❑ x EXISTING EAST ELEVATION SCALE: 1/4" = 1' ,r tscyoI N r DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: 1*- j.�/' November 29,2016 2 �� �` SHEET NUMBER: REVISIONS: "OFi z Ll FIFE Hill ill Ill - ill Hill 1111111111 O hal i Q FM P� will wz � o0 r, F, HIF I I I 1 11 1 11 11 1 -17 1 1 1 L-11 -1 I I I I I I I I I I I 1 11 1 1 1 1 Ll -1-1 - H L-1 I I I 1 11 1 1 ill I I I I I 1 11 1 1111 1 1 1 11 1 1111 1 1 1 11 1 1 ill I I I I L I.-I---L1 1 11 1 1 �" 11 -I -I � Wz Q Q � o PROPOSED NORTH ELEVATION o SCALE: 1/4" = 1' o � � Q o W�W H Z O 0 0 N � V T2 .O 0 x o .� v Lo .7rnU "It �ca N cu v 0 W W ® ® U O 0 0o a aoa © o © a oa o 0 0 0 0 v � EXISTING NORTH ELEVATION SCALE: 1/4" = 1' IN SC,y��. DRAWN: MH/MS SCALE: 1/4"=1'-0.. z t. '' �'t•s ii"' .,Yn JOB#: �.. November 29,2016 SHEET NUMBER: A-3 REVISIONS: O C� A w O O O o W H Q Q ® rLTT 4 4 4 D TTT ---------------- W � a � 0 PROPOSED WEST ELEVATION o Q� SCALE: 1/4" = 1' kno 0 N N p -" 0 T .� G. " -6 CIO' C q �1 .0) U r 4, N G v � W "jI W u O ® 0 N ® =10 ® , , ® EXISTING WEST ELEVATION SCALE: 1/4" = 1' D P t. DRAWN: MH/MS SCALE: 1/4" �". i. ""g!► ;: JOB#: November 29,2016 SHEET NUMBER: A-4 REVISIONS: _., EX. GARAGE O B I F� 13'-81/2" C ` ++ • +t EXCAVATE WALL PORTION AT 6'—O„ 4X4 ACQ POST #5 REBAR #5 REBAR 5 7 8 -1 1/2 NEW POINT LOAD LOCATION 10"dia.PIER w/ @12110C CLOSE OFF @12 OC VERIFY INTEGRITY,ADD 61 2'X2'Xl'FTG. --- &AT FTG. EX.OPNG. &AT FTG. 30^I x 24^w x 12"d FOOTING 3'BELOW GRADE F 1------------- w/(3)#5 REBAR.VERIFY SOIL (2)2XBACQ . _ - 2XBACQr--'_ AX389-------------------- '- ,-. -----4 CONDITIONS(UNDISTURBED) , , , (TYPICAL) ( GIRDER 1 i Iw I I I `-----y+'1'• nl ' __~- = _ _-_ I I III ' u m `--�------ -------------_--- -- - 'l ' ; I ' �+ — — — — — — — — — — — #5 REBAR ---- y v r " I I 111 1 O X I I I � @12OC 1 1 n l , I ► , ,> ,+ &AT FTG. I D I 13'-103/4" t m I 21'-113/4 rO r--------L1--- 1 " 1 51.5"h DUTCH WALL "I i ► `- --------------------------------------y 7j MATCH DUTCH 1 DUTCH WALL _ +_ I I/EX.2XRrc FJ 0,2 " -WAlCNEIGFTr 1I III '�...ti:�.r.4..r.P.. . . �. P 4 • VC DG 11 III, __ _ _ _I__ W o .a o . .� .d O C o C n r . .0 . o . .� . d ' A 1 1 III' r - , . +- , , ' '411, ' . . -------------------------------- ---- - t -- -- -- -- nW Illt 1 _' _________I t ------____-- _ ' -------------- 141-5o' Q I ► I- T-- IIII Z I I III, - 3i� - I I I #5 REBAR ilii I O iii; ::D I , �, ► I I @12 OC 1111 N ILIj Lj -1 ' "N i ► &AT FTIG. n u m i i m °d lilt o o Z CRAWL SPACE u' r I a ' 1111 °I Z 1 1 v 0 Q nl V I nu V t t v D 1 I ( I J o ii zV IIII , p , I I I I liii v DN O a iii; ;20 ; ► I I Q 11 (L =) nl1 , d I I ilii I I o 0 1111 I I b I I I IIII of t t Z 1,- 0 111 1 v I -�/kA < �,-- LJ i i W II11 W ' _~______-_ 1 . ! IIII v U X 1 O / d i t IIII Q I I V III , 1 1 ' x I I nn V� I I I IIII CL ___- •_-__-• F�f•J71 1 i ♦• ' I IIII It l� Q 1111 ' W - - Z I r V = iii; i A Z ►- II11 1 0 , 11 d , � • ' X + I I I I I 3'•&1{2"-+/--WALL�i6lGHT-• I t W lilt ' O a a I •� (TOP OF SLAB) I I IIII 1 3 I 1 IIII EXCAVATE WALL PORTION AT 12"dia.CONC.PIER 1 ' NEW POINT LOAD LOCATION " �► i + I , „II iiia w/24"X24"X12 FTG. ; { I DEMOLISH EXISTING I L __ L_ VERIFY INTEGRITY.ADD O 4 -O3/� �/4 't 69-31/2" 30'1 x 24"w x 12"d FOOTING Y BELOW GRADE , _-_, O I I I I FOUNDATION WALLS fir) I 1 , , r n I- ' L21.2X8 FLUSH BEAM + I _f w/(3)#5 REBAR,VERIFY SOIL f I I I — — — �,,,� _ _ , ,� , 1 I , /, CONDITIONS(UNDISTURBED) t _ O 11 I L — — — — — J L — — — — — — - ---t-t---+ -F_c______ 7 F- , ►__ .�_► I 1 (2)2X8 FLUSH BEAM 11; l t N 1 1 1 ♦1CO I I I 1 , 1 , , ,= 1 • of 77 .Lo .,�, ..� .,(� \� o °i, I I I I ■ I •-- --' - --, - . , 1,., t - I I1 ITI • I 1/2'� �.- O �nl 5 111 �\�.cP 0 I 00 1 ` 00 I L I I 1 I 1 1 1 , I I I , ,pp VIII t PATIO " ~� , I — — I ,� I 1 1 t 1 , , , P 1x alfl IIII2xs ACOalll �,.p 1 ^ 1 O ` ♦ . ` I p , I , I 1 , 1� V111 V111 VIII `````., 1 (D ON GRADE o♦ — — , �' NEWSTAIR:3'•B"w I I , , 41„ DJ @16"OC a nl DJ @l6"OC and I 1 1 I 1 , , X 111 X 111 XIII ;a )!2r9t @ 7-1/2"fF/- ry 1 I I ,y 111 N -♦ I ° BRICK FOUNDATION C+iii-- -n iii'- -Rif -,D1 @16"OC o.���`- ' I / 14"TJ1560 WOOD-I FJ Qj6"OC_ #5 RCIR ► ' 4X4 ACQ POST; 10"dia.PIER w/1 -i"---------� -�----------F- -F-----------i I 00 &AT F1;G. •4 I 2'X2'Xl'FTG.. - - •-- - •------ 1 I r @t2 I r, 1 , fe I 1 1 „ r n I t ` T BELOW GRADE (TYPICAL) 1 5t-61/2f$ 5 —81/2 6 —01/2 04 •r I o 1 I 1 1 I 1 0� �0\a I Ia xo mm 2 ' I ' rcQ ` I V I M m C) - I + , I • I L0 nom }rye °0 1 ' I o z• Uz I 1 I I .G Vj U (u a 0w lip I W E PROJECT NORTH FOUNDATION PLAN 1 I 1 1+4 I --------------------------------- ------ o a . --- • S SCALE: 1/4" = 1' ' •/\f �XWJ45t�l ay t vllt�, d;;AREAWELL• '„ G ° . p > .'' AREA; E'EtOiYs;ROVIDE GRATED COVERSk y OVER AREA WELLS(lYP) ;K, ,`a � �Y •`x �,�^'.�;•• / 11 O `.'rl;✓'t.'F `✓`. *'yJ�, \x, ,r.ti � V • '.}r,> .,r. .. .r. ,�^ r �'Y'[;l.r by Ico 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.VERIFY HEIGHT PRIOR 4).PROVIDE 2X ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE I .' o• I ITO CONSTRUCTION.ADDITION TO STEP DOWN FROM EXISTING FINISHED INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS ' • Ib FLOOR(SEE SECTIONS).FLOOR SYSTEM TO BE RECESSED IN WALLS.EXTERIOR SILL GASKET. N 4'-5" 4'-11/2" ' 0 4' 11 °' 4'-5" OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE d WITH A BITUMINOUS COATING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, ' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A Qt p ° p i 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO VERIFY BILCO DIMENSIONSI �at'•� v c v Q a � I FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. PRIOR TO CONSTRUCTION , ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). \ V ------ ______ _____t 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE C!J 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. x 8'—61/2" 5' 8" 8'—61/2" INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 0 WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE ' 22 9 THICKNESS OF THE SLAB 1N DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL lo SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. °tf'•+ �1r SC�f.��'� 4D .41 a trig DRAWN: MH/MS SCALE: 1/4"=1'-0" 3 JOB#: «� 0" �, November 29,2016 SHEET NUMBER: ' �� ter" 'r3�%•"� A-s REVISIONS: --------------------, , i , , , i , i EX. GARAGE , , , X.OUTDOOR SHOWER O fO DW o O EX. DEN a EX. MoUDROOM EXIST. EX. LIVING ROOM � PED CLG BATH w 00 � a w a R �C /H EX. PORCH EX. KITCHEN w EX. ENTRY ' , EX. DINING ROOM CL uP' It It W O EX. DECK ' , a o N W E PROJECT NORTH EXISTING IST. FLOOR PLAN o ° D5 SCALE: 1/4" = 1' 0 N Com! 4 12 v O O Q""U 4'-4"PLT.HT. , 4'-4"PLT.HT. H 0 EXIST. D- Un BATH 9 --------------------------- N o w ------------------------------ 1 - 11 ------------------------------------------- EX. BEDROOM No. 3 Enow H u O H EXIST. EX. BEDROOM No. 1 HALL N d EX. BEDROOM No. 2 �;--------- ----------------------- --- - -- � can i + 4'-4"PLT.H7r. IN UDRAWN: MH/MS SCALE: 114"=1'-0" JOB#: OF "',f'"! November 29,2016 N / SCALE: 1 SHEET NUMBER: E PROJECT NORTH EXISTING 2ND. FLOOR PLAN- EXISTING: 3 BEDROOM HOUSE 4'" = 1' PROPOSED: 3 BEDROOM HOUSE s REVISIONS: O O 0 CLOSE OFF CLOSE OFF EX.OPNG. EX.OPNG. OFFICE o -------------------- WEST WALL 1 1 1 1 NEW 4'X8' c ' I OUTDOOR 1 SHOWER 0 z ; B I W N 0 \ EX. GARAGE N a U W R , c— R R ` ' 1 % O 13'-81/2" 4-' �o � �• =1 5'-7" 8'-11/2" 3 -110 '-51/z" 9'-101/z" 8'-9" Op ` O CLOSE OFF C& 18"h FLEXI FRAME (CANTILEVER ABOVE) ~ (2)2X8 HDR EX.OPNG. TRANSOM OVER r - - - - - - - - - - - - - 2'-8" CW235 I - - - - - - - - 712846- TW30410 M�1 1' 0' i :M v (2)9-1/2 M1.H R 2)2X10 HDR � R i DW � � p EXIS MUDROOM x BATH cO ANDtNG , ALTERE 6'- �/zN W EP 13'-111/2" 21'-10" / XI EX. KITCHEN * Ln Ce ° NI W z M (3)2X8 HDR _ ALTERED a — � Z M N w � o 2' - OFFICE _ ' PTR60 0 I FORMER LIVING ROOM r N W M I 7'-511 7'_0» T -_=_- N g I V a - ' - - ui 14'-5' x z W N � � � � J � EX. PORCH c_ 4 ° N [t m EXPANDED V � 0 REPLACE/ADD STRUCTURE 00 r O O� AS REQUIRED. N M �o y ( �� <�� titi� I NEW COLUMS,GIRDER m l O - 2';701/2" O Z ro ---------- ----------------------------------------- - ----- — — — — _8r9„— �1('L .� S -------- ---------- r--------------------- r---------- I — O `C ��1b1, 1 1 1 1 I , t R „ ,r — — — I ° 1 1 1 1 1 4'-4' 71/2' 4 -0 7'- 2X5-1/2 01/z 11 -7 1 1 O A PARALLAM i i i i - ��'' ' CA COLUMN 1 1 1 1 N 0 uj K ' m 1 1 1 1 1 I X X 1p 1, C� 1J”' X 1 1 1 w F- of 0 4'-81/2" 8'-111/2" ENTRY M w X I 1 1 tn o 1 L44 1 (� N I 1 1 1 i I FAMILY ROOM y )1 L N SOLID-CORE DOOR w/ rO W I 1 COFFERED CEILING 1 I 1 WEATHERSTRIPPING `v� Ell' 1 11 , IR) &DOOR SWEEPO 1 42x84 1 1m iv I 1 I ____ _ __ EX.WINDOW > x 1 UP ° ' I 1 I DN I _ __ TO BE REMAIN - - - - o `✓ 3~ (4)1r ,4X14 ML w/(3)5/8"STEEL FLUSH fM 5-1/2X5-i/2 (2)_t-3/014 ML LUSH BE tD O ''I i 1 ; PARALLAM , ,' , ----- -- - 1I 1 1 COLUMN 1 0' I I o W W �l iO x( 1 1 1 1 � a c v o V _ M 11 I I ^ 5-1/2X5-1/2 i i i I� z H g 8X8 FG COL N cxv'Cn 00 O o O I PARALLAM 1 1 I I 1 1 '3 W c� `� '' 1 1 X m w/6X6 ACQ P m Cp m N OL?f COLUMN i i i i i i i i LL' (TYPICAL) m y ;p �s -- ---------------- --------------------- x u ---------------- ----_ --__ ---- -------__ 3 2X8 GIRDER 3 2X8GIRdER 3 2X8 GIRDER o r-1 - -- - -- - i- - -------- CLOSE OFF EX.OPNG. "N -L2' - - — - I S L , 0 � To p PROPOSED PATIO (2i l'3/4X14 ML /1/2"ST EL FLUSH At 4 O _ _ Oma, w � ON GRADE � I : " 11 —11 61-01y 'ru a) � in o 00 C) N _ u --_-___ _� __ ______________ __- • --___ _ _ .______-- m------ O Ll7 U V -w ------- ------- r-- -------------- r ------- - -------- r 1 1 11 •M (IJ > i FAMILY ROOM S N wN o w Oj ° W i COFFERED CEILING ; o 00 0~ r C }�' < 1 1 11 r mz 14'1 TJ1560 WOOD-1 El 0,16-6c I I 1 Q p� a— H O_ v 1 1 I I V _� �__— ---' I ---------- ------- ------ - -------- ______________ oW+ ___� r—____—_---------____� r — _—__—___Q ; ; o PROJECT NORTH1ST. FLOOR PLAN '00I 7'-11" � � 6'-0" � � 7'-11" � �1 n U 1 1 48"GAS FIREPLACE 1 1 SCALE. 1/4 — 1 0 r 1 O I t 1 1 1 1 O 1 1 N I t 1 1 (2)2X10 HDR 1 I cT vENT 1 1 (2)2X10 H Rt N TW2446 TW2446 4'-5" 13'-11" 4'-5" 22' 9" 0. u 1).USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 U 2).ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY 1�-1 NEW BIL O DOOR '+ �? COMPLIANCE REPORT. ,°°" A t`s 3).PLATE HEIGHT AT 8'-0" AT EXISTING SECTION OF HOUSE AND 9'-6"AT ADDITION SECTION UNLESS OTHERWISE NOTED. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 4).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. SHEETROCK. O "z'. LA �1 NAME: EXISTING: ADDITION: TOTAL 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. ; jr 1ST.FLOOR 977.6 SQ. FT. 460.4 SQ.FT. 1438.0 SQ.FT. 6).DOUBLE UP FLOOR 101575 UNDER PARALLEL WALLS ABOVE AND UNDER 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2„PEX HOME RUNS. � � ••�,;�•• �.��, ALL BATHS.PROVIDE BLOCKING AT V-0”O.C.AND MIDSPAN. 4W -� 2ND. FLOOR 557.8 SQ.FT. 893.3 SQ.FT. 1451.1 SQ.FT. 14).INSTALL ALL TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. .,�;� �q -�0 ��' DRAWN: MH/MS 7PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS „ ).B OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 15). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. �` O F NC SCALE: 1/4"=1'-0 GARAGE: 334.1 SQ.FT. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR JOB#: MICROLAM HEADERS. November 29,2016 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS SHEET NUMBER: (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. EXISTING: 3 BEDROOM HOUSE PROPOSED: 3 BEDROOM HOUSE A-7 REVISIONS: •-----------------------------------------------------------------------+ t t t t I t 1 1 I 1 1 , , t 1 I 1 i 1 I I I i 1 1 i NEW i CUPOLA D — I D 1 M. r i I C ' OZ a , a t k _ I 1 t 18'-41/4" 101-0y, 19'-71/4" I 1 ' 5-6" 13'-01/4" 5'-0'' 5'-0" 41-81/4918'-83/a" 6$-21/401 W z a I O TW3046 2 ITW2436 ' I l)cTEM ERED TW3046-2 O • « (3 2X8 HD , (3)1-3/'4X9-1/4 ML FLUSH BEAM p� O (3)2X8 HDR. w 1'-1 /a" 9'-1" 1 101/' o 0 = z I N IO _ 30X30 BATH 1 OSKYLI T � .O r 11 N (2)2X10 6'-7" 3'-5" 5'-7�/z" 12 -91/2 r 15'-61/2" 11 -51/2" of PLO'r >No LOFT o BATH o M?BEDROOM� = NI r- No. = v.0 rn Q 0 X �' 'M X oM Q I N N LL BEDROOM No. 2 ,° i I 0 N 2'-6" W A) =d -2�/ 9'- " 91- 1 5 -7" 5'-7"16 2 61/2 3 `- O I � rie 4' 7„ N Q 4,.0„ . « 0. DN -N --- --D1 -- -----'--- ---wN ---------- ---------------- O ( $ (3)1-3/4X9-1/4 IM - I o N 1 1 1 Ce °° z 0 I ° I d in I I 1 z o M = V I I 1 1 ' , ' X W N O co r = X N BATH Fh N t 1 I 1 1 I N H Q {() ry 1 1I 1 t 1 I 1 H1 R ' 5'-2" 400 SERIES 60"X84" N RECT.FLEXIFRAME �N I (TEM ERED) ' 6'-6" 6'-111/2" 00 sry 135, o I '0-) 13'-51/2" 11'-51/2" �. , N v BEDROOM No. 1 I Cf) �'' ° CATHEDRAL CEILING 01224'-11"I O m� c 1 � .s~ ce Il e� �I ° x o a °° d t M x ° co d u. 15'-0" I I 6'-61/2" ., 4 4 Ll� I Ln PROJECT NORTH 2ND. FLOOR PLAN ) � i W E N 0 v co I I 5 SCALE: 1/4" = 1' 4 W I I 1 I KING (3) R. i (3)2X8 HDR. Al—ml m AW281 A21 AW281 ABOVE 1).USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE E y „ RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING U 3 -9 15'-.3" 31-99$ MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. U 22' 9" 2).ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 9).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH O Jk OWNER.ATTIC STAIR TO BE MIN.30"WIDE,250#CAPACITY. 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY o� 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. COMPLIANCE REPORT. N NAME: EXISTING: ADDITION: TOTAL: 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 1ST. FLOOR 977.6 SQ.FT. 460.4 SQ.FT. 1438.0 SQ. FT. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Q' 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS AREAS. 2ND.FLOOR 557.8 SQ.FT. 893.3 SQ. FT. 1451.1 SQ.FT. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR U MICROLAM HEADERS. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. V) GARAGE: 334.1 SQ.FT. 1.4 7). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 0 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, " '' 9I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS PER CODE. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. g INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ,�� '`;.y�� ���✓ DRAWN: MH/MS SCALE: 1/4"=1'-0" - JOB#: November 29,2016 SHEET NUMBER: EXISTING: 3 BEDROOM HOUSE PROPOSED: 3 BEDROOM HOUSE A-8 REVISIONS: -------------------------------r-------r-=------------------------------ - 1 U. I I 1 II II I II 0 � II I I co• •0p I I x x EXISTING ROOF 1 yl Iv (RE-SHINGLE TO • • MATCH HOUSE) ; NEW I CUPOLA ; I II • OL • 1I It I I I , O I I II I I II I I II it 11 I I 1 1 I I u I I 1 I I I I^ 1 1 • �aX8- • II II II II I , EXISTING ROOF o• i pB(RE-SHINGLE TO 00 00 N I N MATCH HOUSE) i ; I I �• •N w Zk�� 11 N l7 12 I I 1'�•tE N � �- F 11 a ; ; 2X12 V Pl"L� • • ' ' �- -- a II --�RQT6'0C ---1Z -, w ' `------------- --------------- ------------------, I1 ; --------------- -- ----- ---------� I to - ------------------- - -- - , --- ------------, , �---------, ----------------, ---rte -----, - -------- I---, ---------------------------------, I I • • i ; I I I I I I i ob 1 I 11 I I I I x 1 I 1 1 I I I I L N I • • I I I 12 ' I I II i I I ( I (2)2X10 F--- i i I ' 2I - ' I 11 1 I I I I r � . �� . I I I I I I i f I I ' ' �• •� 12 , I I ' LL 30X30 12 SKYLIGHT OV L_____________________________________ ___J �__________________---__ ---___-___-__ _ -______., 1 it N• try i , li 11 H ,L}1� (2)2X10 1 i i 1 12 i , , I I � • • 1 , I , i t t l , , I I • • I , I , I I I I I I 1 I ' 1-3/4X14 ML RIDGE ' I I i ' 1-3/4X14 ML RIDGE , I 12 z --------------- 2X8 DF#2 I 12 --------------------------- `---------------------- ---------- 0[' ----- -------------------------- ----- ---------- ; ; ,2X12 LAYOVER PLATE , ICN 2X8 RR @16"OC I I I I I I i F+i I I I W I l� II 1 `---------------c ---------- ' I1 I , I I I I 1 ; c� • ' 1 I OC ---------------- ---------- ,..t I I I , a \ 1 I 1 X I i I , ♦ 12 I 2 I I I f \ t l I , ,� I 1.1 4 ' ' 12 qk O CQO I I I I 1 1 I , ♦ I I STORM WATER MANAGEMENT DETAILS ' ' ' _ ______ ♦I I " I I I , ♦ I I '� I -_J _____-------------- ROOF _____________ , J ♦ 1 1 --------------- ROOF AREA:2453 SQ.FT. N.T.S. I "------------------------------- \ I ` AT 100%WATER RUNOFF:410 CU.FT. PROVIDE(2)8'DIA.X 5'DEEP DRYWELLS N G! 1 +/- M _______; I Cif) v OU DRYWELLS CAPACITY:422 CU.FT. ' ` ON SINGLE BEAD HALF ROUND GUTTERm o I STANDARD 5" ' ' `� 1 x o � NOTES: ; I ,' ' 1 �+ r m 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, , w + , ' O 2).PREPARATION: ; I 12 in i'.� i j O fV A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. --- ' I Z/ 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR - n ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR A -- ' LfJ U +' METALS WITH PROTECTIVE BACKING PAINT. i I X 00 .Q 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. N j I ' W E P R03 E CT N 0 RT H ROOF PLAN W 1" 3 1).GUTTER TO BE PITCHED TOWARDS LEADER TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 2XIO DF#2 PP (a).16"OC ACCESSORIES. ' I S SCALE: 1J4" = 1' B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT i , CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. I r^ VJ DRY WELLS TO BE 10' MIN. 4).PROTECTION: ------------------------------- ----- ------ ------------------- I W AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. --------------"---------------- ---- --------------------------- E 1 8).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. H Oo 0 ° 0 0 B ` 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. Wy 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX. 10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT PER CODE. LEAST 3/8"DIA.HEADS.LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. x 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. ' 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.1N AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. 7).ICE&WATER BARRIER TO BE USED 1N ALL VALUES,RIDGES,INTERSECTIONS 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. IN S DRAWN: MH MS SCALE: 1/4"=1'-0" JOB#: November 29,2016 SHEET NUMBER: .or Ns� REVISIONS: 1-3/4X14 ML RIDGE 2X10 F#2 R @1 "OC (2)2X10 DF#2 (2)2X10 DF#2 VALLEY VALLEY 2X10 DF#2 CJ @16"OC BEDROOM No. 3 2X10 DF#2 CJ @16°oc BATH / 7 1 l / /\ 1 ♦ / 1 1 LOFT / 1 BEDROOM No. 2 0 \ / 00 , 00 - Z 14"TJ1560 WOOD-1 FJ 16"OC " ' `/ � � 3/4"SUBFLOOR @ EXIST. — EXIST. 14"TJ1560 WOOD-1 FJ @16"OC 1� RFAMILY ROOM EPLACE EX.POSTS w/ ! Z 10X10 FG COLUMNS ° 6X6 ACQ POST TO OFFICE GIRDER AND EX. O GIRDER(TYP.) POSTS TO BE W REVIEWED BY 1L Ll ARCHITECT q -Z O AT TIME OF c0 REPLACE EX. DECKING AT I k WALL TOP TO BE I I (TO MATCH NEW) NOTCHED FOR FM I EXIST. EXISTING FLOOR TO REMAIN FLOOR SYSTEM �...� ul a e e' (3) 1-3/4X14 z_ ^ EX.GIRDER EX.GIRDER ML GIRDER 7 3/4"SUBFLOOR " ) }--� EXIST EXIST. EXISTING — - - — FOUNDATION EXISTING 14"TJ1560 WOOD-1 FJ @16"OC o I C) o EXIST. EXIST BASEMENT 6"STEM I j EX.DUTCH O ° WALL i • WALL , ASSUMED I FTG. (VIF) O c0 'D 10"PC\4ALL O EX.SLABL=J11 • •0 I DAMPROOF - PROPOSED ASSUMED = " BASEMENT ;� W FTG.(VIF) 8"CONC. p• d WALL ,, SECTION A-A 4"CONC.SLAB D _ _ _ _ .� >•. a •. • •. • •. •. a •. a •. SCALE: 1/4" = 1' . .•v:= ----- – - — - – O of 16"X8"CONC. ° -• F.a FOOTING(TYP) 24"X12"CONC. FTG. 0 (3)#5 REBAR O — - - - - - - - - - - - W 1-3/4X14 ML RIDGE (2)1-3/4X14 ML RIDGE Z O 12 p V1 n n u n n n n n u ii n u u n n u u n u ii 10 n n ii u n n n u n u n ii i 2X10 DF#2 RR @16"OC :i n ii n if 11 11 �1b PC�ST 2X10 DF#2 RR @16-OC ii OQF .1'1•• ATTIC 0 X10 DF#2 CJ @16"OC — - _ _ �M m o 2X10 DF#2 CJ @16-OC n BEDROOM No. 1w c0 ♦ CATHEDRAL CEILING - 'LS BEDROOM No. 2 o o t ca u r , WIC BATH co rn U m v d+ � U) N 3/4"SUBFLOOR �' 3/4"SUB FLOOR 14"T11560 WOOD-1 FJ @16'OC (4)'1-3/4X]4 ML (2)1-3/4X14 ML 14"TJ1560 WOOD-1 FJ @16"OC W/(3)5/8"STEEL w/1/2"STEEL W H DIRECT VENT KITCHEN FAMILY ROOM O GAS FIREPLACE � INSTALL PER MFGR. INSTRUCTIONS 0) N 6WAEM 3/4"SUB FLOOR Lam .. '.L• d.. _ = = _ 10"PC WALL f! :14"TJ1560 WOOD-1 FJ @16"OC O r: e D DAMPROOF ••a Ix 44 - - - - ,D + 24"X12"CONC.FTG. ••ti �'� (3)#5 REBAR DI' TOP OF SLAB AT -BASEMENT. •�0 0 4'a EXISTING BASEMENT DUTCH WALL a• ,. •� .I Q j Cn �•t ��",L7 �8jy1 ;,<21. ;i •a 1" ��c .. ., L",q� IN Ss;; i 4• ,I. STAIRS , ri; '4 CONC.SLAB' I: E� DRAWN: MH Ms •.1 ' P ? ^ fit' e.• ,.d &�' II ® / SCALE: 1/4"=1'-0„ •----- —- - — �►_ - , JOB#: ��' G'' November 29 2016 SHEET NUMBER: SECTION B-B. SCALE: 1/4" = 1' ra REVISIONS:- 1-3/4X14 ML RIDGE 12 10 o� 2X12 RIDGE (2)2X10 60 2X 0 RR VALLEY C 2X12 LAYOVER @ 16"OC PLATE 12 _ � 4 7� IA 2X10 DF#2 CJ @16"OC Le AN (3)1-3/4X9-1/2 ML FLUSH BE W E- O U 3 3 11/4 W a 11/4 1 1/2 ISH 1 1/4 1 1/2 1 1/4 1 T/4 1 1/4 11/2 11/4 O LOFT LAV. W.Cp W.C. LAV. LAV. LAV. W.Ca ff Do W BA SH ER U C/) I � 11/4 3 2 2 3 11/4 11/4 11/2c 11/a 3 2 I 'o 3/4"SUBFLOOR C.O.� �C.O. C.O.� 3 - — 14"711560 WOOD-1 FJ @16-OC ADJUST PLATE HEIGHT - 3 3 3 @ AS REQ.FOR SOFFIT W HEIGHT TO MATCH 11/4 11/4 11/2 LAV. 13" SINK W C F.A.I. O.W. I 2 3 BATH HALL 00c.o.� T va 3 C.O. 3 4 EX.FLOOR SYSTEM LI I — PLUMBING SCHEMATIC TOAPROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE N.T.S. SLOPE"1/4"PER FOOT PITCH TO DRAIN EXISTING W EXISTING EXISTING EXISTING O BASEMENT ►. O Z EXISTING r SECTION C-C kn � o SCALE: 1/4" = 1' 2" 2. M n1 r, F o 2•12" • / / 2" . • e . • a, t 1 / / ! om ti� R, v I o j I ( t 11 i I i ) ( e. 11 ILO Ir C•) r O o 00 � FASTENER TYPE: SPACING: I + f f ( PRESCRIPTIVE DESIGN PER R402 2015 IECC: ° No.8 WOOD-SCREW ( I ( / ( — BASED ANCHOR WITH 16"OC ` L I I ' i II ( � II ' f I tiI 1 I ( N U2in.EMBEDMENT LENGTH M No10 WOOD- • FLOOR SPACE CEILING BASED ANCHOR WITH 16"OC R30 49 21n.EMBEDMENT LENGTH v ..�. N l R-VALUE R-VALUE: W 1/41n.dia.LAGSCREW I I) ( ( 1 ( I II I I ) 40 BASED ANCHOR WITH 16"OC I I I f (I 2in.EMBEDMENT LENGTH • I � � . til , 41 •. Iltil „ * , I I o 1 I \ I • — — ( i 3/4"APA PLYWOOD1/2" EXCEPTION FLOORS : SHEATHING 1F FRAMING MEMBER IS R19 FENESTRATION 0.35 cA GRA APA RATED SHEATHING U-FACTOR w t GRADE PLYWOOD I I I ( I I ( I ( • 1 II I / I I (ALTERNATIVNE:7/16"O.S.B.) • I , j • I I 1 �•• 1 I , • I I ` • TOO SMALL I1/2"APA RATED SHEATHING I I I I I I GRADE PLYWOOD J J (ALTERNATNNE:7/16"O.S.B.) GLAZED FASTENER TYPE; SPACING: 11 I I rl I I ( ( f f + FRAMED WALL R20 FENESTRATION 0.40 2X4 DF#2 R-VALUE: N SHCR:No.8 WOOD-SCREW ' Q/ STUDS BASED ANCHOR WITH 10"OC ( f 1 • ` • •• /(' • • WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.SD ANCHOR WITH I 1 ( 'f BASED ANCHOR WITH 12"OC THAN 4FEET dia.LAGSCREW • I I I II ` I I •III Il (► tiI (I (I I(i � CONDITIONED SPACE) 10/15 BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH BASEMENT WALL U-FACTOR:PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGH SKYLIGHT 0.55 U x • R-VALUE: TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: fi AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED AN2-2X4 DF#2 STUDS CONNECTED No.8OCHOR WITH B"OC ?# THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS ( TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9..CC 2in.EMBEDMENT LENGTH `'-'' A 14 14, PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER 1/4i n.dia.ED ANCHOR WITH �.,y 1iJ CJ��`�hL� Q 21nn..EMBEDMENT LENGTH 16"OC ? THAN 8 FEET WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - ` ` "� '� t ;I;�1"S �,��: -�•� �o,",' 1�}{ '~ DRAWN: MH/MS AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) t `rr.^v xt SCALE: 1/4"=V-0" JOB#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" g t� �0 � �, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO a "�°, � November 29,2016 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL " A q4t> �.e SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE z HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC 0 F—i WALL STUD / THROUGH-ROOF EXHAUST a VENTS SELECTED AND rTl LOCATED BY CONTRACTOR METAL STRAP W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED Z RIM BOARD RAFTER O SILL PLATE(S) ' WALL SHEATHING RAFTERSkOF IN U ' TION WOOD JOIST � �; SIDEWALL FLASHING 8 LOC KING FOUNDATION TOP PLATE ' - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING ullZ STAPPING TO BE ATTACHED 70 WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH AFASCIA O O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA GUTTER THE SPACE VENTILATED. ALL OPENINGWOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 209a. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD Q ON ALL OPENINGS ��� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.0. FLASHING TO FORM CHANNEL LOC ATION USP NUMBER DESC RIPTION APPLIC ATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4' - 6' RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W WOOD JOIST �j O �D TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS �T INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TOEAC H STUD DBL. SILL PLATE o TERMITE SHIELD SILL GASKET - �— SUBFLOOR N v { WOOD JOISTS m m o ' NEOPRENE ; 0 to y TYP .CONC. FOUNDATION ^ CONC. SLAB GASKET ',�. 2x6 /2x8 CONTINUOUS WOOD PLATE W cri 0 C 6 MIL. POLY - V ' r+ :° � ^� DAMPPROOF EXTERIOR V.)� I BOLTED TO STEEL BEAM WITH `'' x o u 6MIL POLY ON EXTERIOR V GRANULAR FILL % •� ' 1/2 " DIA. BOLTS © 48" o.c. STAG. u; ° V A STEEL COLUMN l `� I • 4 °' •� ROOF JAC K % o - r ° \� �� a STEEL BEAM �+ 'u CONC. SLAB '� • C ° n o �,n ANCHOR BOLT EMBEDMENT: I I . ..0 m p ° v COMPACT FILL , _ r POURED CONCRETE: 7" `�` 4" x 1/4" x 8" STEEL `� C0 % TOP AND BOTTOM PLATE i I i BLOCK WALL: 15" 10 p� ROOFING LAPS to U m 4 7 WITH 1/2" x 6' ANCHOR BOLT w . at KEYWAY FOOTING V /� • • e FLASHING AT .` ' 011 `� r'^ c• n C� CONC. FTG. G SIDES AND TOP e• ° .Q Q'� USE WITH 3x3 SQUARE WASHERS � 1/2" GROUT N v o • O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) .� 0 W � REINFORCING BAR ° ^ ^ FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE D ANCHOR BOLT CONNECTION 1 SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STOfRY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION � W TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STO?RIES 57" OC V SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 I r--SUB FLOOR CONC. SLAB ' DOOR FRAME 6X6 10/10 WWM COMPACT FILL DOOR GE JOIST ' USE 2X8STEEL BEAM FOR BLOCKOUT 4" SLAB ' P.T. PLATE W/ 6X6 WMM M I SLOPE 4-DRIVEWAY V —�► NOTCH JOIST AND ADJUST HEIGHT � 1/2" AIR SPACE �`� < ► <� ° ° (WITH A NAILING PLATE IF NEEDED) AT END AND �r 7 1 2" , • °• e �,yc HER THAN ES OF WOOD o 0 D , O • ° . °.° ° • STEEL BEAM OTO X. 1ALLOWF ORGSHRINKAGE x BEAMS - a • '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE ° CI ,^=--n-----c�-----: • 4 • 4 � 4 �` — e 4 �e a e �+ 12" 'D .C• 4 �' 6X6 W.W.M. �.� I _ MIN, f. .n�D •`• °p 4 r'fl 4�'!1 4 �'� • ° ���NOTCH BEAM FOR MUDS11LL IF REQUIRED -- MAXIMUM —SUB FLOOR •� 4 • REINFORCING BAR - ; • D • REINFORCING BAR o ° NOTCH EQUALS 1/4 DEPTH OF BEAM t p pa e D v ° a °., ° T-1Ti olsT DRAIN TILE Lw—►I + 4 1. O ° O ° = 12" SHEET METAL / 30# FELT UNDER BEAM AT POINT L• A s e STEEL BEAM •• OF CONTACT WITH CONCRETE OR CONC. BLOCK _ T t , . , w:,.•.p . o•a. 4 3" PLATE (BOLTED TO BEAMS TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a SHIMS TO LEVEL BEAM ti� ��l✓' `;• �S'���� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. S / 3" MINIMUM BEARING SUERFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT DRAWN: MH MS� �,�I` .�-.�'�, �; SCALE: 1/4"=1'-0" BEAM POCKET a�': ;' <3; � � JOB#: � , November 29 2016 SHEET NUMBER: 5 A v. A- 12 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:; OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING the number of 10d common nails required When a collar tie is used in leu of a ridge strap, q JOINT DESCRIPTION NOTES BUILDING USE QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL. 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL.: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PE;R TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P • CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Rd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS40 0 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL I� construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION AISPACING NOTES GAURDRAILS ANY DIRECTION 200 (� precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION H anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all w O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE JOINTS FACE � z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ^y U P PP P STUD O.C. NAIL Sym.: �'C� attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER TO 116d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 6d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA G FOOT SEE NOTE: 1,2 BLOCKING IST OR NQ 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOGROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 3). Provide 1/2" expansion joint material between concrete stabs and abutting JOIST TO: 4- 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE Sd COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS) W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C.OC8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL d >. 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4"O.C. SEE NOTES: 13 0 a W 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. 0 z JOIST ON LEDGER PER TOE NOTES w DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 - Sd COMMON JOIST NAIL � 0 N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. hhh+-��� 3 - 16d COMMON the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 5 g P P g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. o O 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. ;2 -16d COMMO H o SILL OR TOP PLATE FOOT SEE NOTE: 1 n Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Zo FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHI G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q-n, SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I NG: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES o 3). Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD g P 5 . A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL, NAIL otherwise. ) g g g JOINT DESCRIPTION N 5 Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY_ SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) m I o where needed. N 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. o� co OTE: 2 FOR PANEL FIELD 5d COOLERS t` *� 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE x WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 O � T hl inimum 6" ab Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers salbe a move grade. �" openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N'G: w 2 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES 2 o openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL, NAIL oo QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C and blocking where applicable. >~ .O 4 � B. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot ed a zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON ) g g q anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - SBC be used. U m 4 �o •.. cn 7/16" OSB 3" O.C. EDGE v v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w 3 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g• g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Em� provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F' 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. U where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES sd colMMo „ 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 12 O.C. FIELD O as required by current NYS Residential Code-FIREBLOCKING REQUIRED U11 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to alf applicable codes and safety N OTE,S: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ) P p g p g 94 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, al] roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade, plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. � 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Ainishe fl plywood subfloor ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 94 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TEESSTED BY AIL AT 12-LPROFIFTS FE SIONAL AOGENC FOR COMPACTION.NTRACTOR TO HAVE FILL 4).flame and At products of combus around vents, t oses and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected P it ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock,. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. DRAWN: MH/MS xA� SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. L � iso , k t. ,..;m t` November 29,2016 SHEET NUMBER: '�0 q.t4,rlA- 13