Loading...
HomeMy WebLinkAbout44216-Z O�'SOFO(,i-�oG' Town of Southold 2/24/2021 "A P.O.Box 1179 0 o • 53095 Main Rd 4gj01 o� r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41827 Date: 2/24/2021 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 29745 Route 25, Cutchogue SCTM#: 413889 Sec/Block/Lot: 102.-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/19/2019 pursuant to which Building Permit No. 44216 dated 9/26/2019 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: garage addition with living space above to an existing one family dwelling as applied for. The certificate is issued to Maida,Alexis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0078 10/26/2020 ELECTRICAL CERTIFICATE NO. 44216 2/2/2021 PLUMBERS CERTIFICATION DATED 12/8/2020 illi m chwau A riz ignature o�S�F of � TOWN OF SOUTHOLD ,� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 44216 Date: 9/26/2019 Permission is hereby granted to: Maida, Alexis 29745 Route 25 Cutchogue, NY 11935 To: make additions and alterations to an existing single family dwelling as applied for per SCHD approvals. a At premises located at: 29745 Route 25, Cutchogue SCTM # 473689 Sec/Block/Lot# 102.-2-13 Pursuant to application dated 9/19/2019 and approved by the Building Inspector. To expire on 3/27/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $967.20 CO -ADDITION TO DWELLING $50.00 Total: $1,017.20 `t. Building Inspector Form No.6 TOWN OF SOUTH[OLD 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: a lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property 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;��'��°building and unusual natural or topographic and"pre-existing"land 1. Accurate survey of property showing all property 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$15.00 Date. Old or Pre-existing Building: (check one) New Construction: 4 CS Q G Location of Property: L 7 45 �y Hamlet House No. LStreet Owner or Owners of Property: t D 1 Lot Suffolk County Tax Map No 1000,Section D� Block Filed Map. Lot: Subdivision Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:JApkplricnnature ne) Fee Submitted:$ h(1 rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 @ roper.riche rt(d)-town.south old.ny.us l�Coma ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Alexis Maida Address: 29745 Route 25 City: Cutchogue St: New York Zip: 11935 Building Permit#: 44216 Section: 102 Block 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Afton Electric License No: 42941-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 30 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO Detectors 3 Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect Switches R26 Twist Lock Exit Fixtures �] TVSS Other Equipment 3-combination smoke / CO detectors, clothes washer with electric dryer (30a), 1-paddle fan,2-bath fans,5-ARC fault circuit breakers Notes. Passenger elevator with 3 stops,to include switches and controls. Inspector Signature: Date: February 2 2021 81-Cert Electrical Compliance Form As S0(��gol, Town Hall Annex „ Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959x, �® u I - . . BUILDING DEPARTMENT J , "y TOWN OF SOUTHOLD FEB — 4 2021 — a - ,CERTIFICATION 1 Date: t Z 2 v .Ij r ' ' Building Permit No. 7 Owner: - (Please-print) Plumber: - (Please print) l 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. I1 (Plumbers Si re) Sworn to before me this day of �f�t.+- , 20 Notary Public,,. L.County JENNA KOCKENMEISTER Notary Public,State of New York Rei.No.01K06402096 Qualified in Suffolk County 4=fWssiQn Expires December 23,2023 1 Of SOU # # =TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION -, IVJ FOUNDATION 1ST [ ] ROUGH PLBG. ] -FOUNDATION 2ND [` ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ :] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SI t��mlmkum _ Wlz 77�0, kt*kll. DATE INSPECTOR - - 0 --- -_ 0F SOUlholo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND = [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 =ft6 T:;,:4 4s VV vnnW 'COO fc — Li/ DATE It/151707-0 INSPECTOR OF SOUK,°<o ll # # TOWN OF SOUTHOLD-BUILDING'DEPT: 765-1802 INSPEC -ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [." ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ "] FIREPLACE & CHIMNEY [ ] FIRE--SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O TMARKS: 'QfIM6 xw,, kin Z)6/- DATE /V->O INSPECTOR J Of SO(/j�o� # # TOWN OF SOUTHOLD BUILDING.DEPT. ��ycourm ` 765-1802 (� -INSPECTION [ ] FOUNDATION 1ST [. ] ROUGH PLBG. x [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [K ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 14 VT7 DATE �� 2 Z INSPECTOR C'RHITECT MARK SCHWARTZ &.ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.cotn January 07,2020 Southold Town Building Department JA N - 8 2020 54375 Main Road Southold,New York 11971 Re: Norris Property 29745 Main Road Cutchogue,New York To whom it may concern, I have been on site to review the framing for the addition at the referenced site. To the best of my knowledge,the rough framing and strapping have been completed as per plans and meets or exceeds NYS Code. Please call this office with any questions you may have. Sincerely, �, -,0 a Ij- Mark Schwartz AIA Member American(ns!t ni to of At cL t tec to t e HITECT MARK SCHWARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com April 27,2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Norris Property 29745 Main Road Cutchogue,New York To whom it may concern, I have been on site to review the insulation at the referenced site. To the best of my knowledge,the insulation installation has been completed and meets or exceeds NYS code. Please call this office with any questions you may have. Sincerely, APR 2 9 2020 Mark F Y YPg 1� AIA tilcm'ucI Arneacm hnshhifcof Architcctme ENERGY TESTING SERVICES, LLC "The Best Energy Is Saved Energy" 1648-A Locust Ave.,Bohemia,N.Y.11716 (631)244-2627 Fax(631)244-2629 January 29, 2021 Southold Building Department FEB, - 4 2021 54375 NY-25 Southold, NY 11971 Re: Alexis Maida 29745 Route 25 Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained to perform a Blower Door Test at the above address. Robert B. Delfino, HERS Rater License BER-2652967 performed above test and found that the re ' ence has satisfied the NY State requirement 3 air changes per hour with the results of the Blower D o at 2.77 air changes per hour which more than passes the requirement. Tested: 655 ach 50 x 60 min/hr=39,300/14151 ft3=2.77 ACH 50 If t ksanfurther info tion that you need, please do not hesitate to contact us. h b . Rater Builders' &Homeowners'Certified Source for: Home Energy Rating Service(HERS)-Manual J&D—Infrared Imaging—Certified Home Performance Energy Audits All designed to improve home comfort,durability,health&safety and to reduce homeowners'energy costs. FIELD INSPECTION REPORT -PATE COMMENTS -r--, FOUNDATION(IST) ko y ------------------------------------ C FOUNDATION (2ND) t s y ROUGH FRAMING& PLUMBING- Pte` b _ St2 J e r r INSULATION PER N.Y. y STATE ENERGY CODE 0 vM `v FINAL ADDITIONAL COMMENTS �J r), �• r w g° 0(12 au ql,310 I Z 60 � 4 1� �tl C TOWI"OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD*NG DEPARTMENT Do you have or need the following,before applying? TTN"HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 FAX: (631) 765-9502 Planning Board approval (�(� Survey Southoldtownny.gov PERMIT NO. ( I Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examinedfa/c� 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved20 Mail to: r_ �-5 �� Disapprov Phone: Expiration 20 t ,�>l >> ' ' ' ` Building Inspector 8 W n� SEP 1 9 2019 APPLICATION FOR BUILDING PERMIT _ Date C ( 20 1 '�'k° 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) State whether applicant is owner, lessee, ag t, /architect, gineer, general contractor, electrician,plumber or builder Name of owner of premises C�� tS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be U� C v t- House Number Street Hamlet \ County Tax Map No. 1000 Section__LCI Block Z- Lot__J Subdiv'rion Filed Map No. Lot 2. State existing use and occupancy of premises and inte ded use and occupancy of roposed construction: a. Existing use and occupancy b. Intended use and occupan cy—C-111�1 , O�✓ 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, c 'e�al 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: &r- '50r(-) ear Depth 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 N04 \ 13. Will lot be re-graded?YES NO-4Will excess fill be removed from premises?YESX—NO 14.Names of Owner of pr ise ! aZtg4 S Address Phone No. Name of Architect 2 Address Phone No -7173 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO//C * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYDE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO.k— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF .fU 0C C4 VJ14 e being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)a ove named, C,()PN E Q.BUNCH ,lolary Public,vtate of i,101.00(9 (S)He is the 1 No.01 BU6186060 (Contractor,Age t,Corpoilate Officer, etc cAct t;Cs:mi..sien Expires-April'l ,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� �ItQp before me s � n ^ fi.`�'�'1 day of - l 20� / Notary Public �— Si ature of Applicant f SG®t�- A. Russell � � ST01KAWWAT)ER sUI?MVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOU HOLD,NEvVYORK 11971 Town of Southold to mss" CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) IDES TMS PROJECT EWOLVE ANY OF T ' FOLWWING-. Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or-sta ipping of land which affects more than 5,000 square feet of ground surface. )90 B. Excavation or filling involving more than 200 cubic yards of material - 3 within any parcel or any contiguous area. Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area_ E. Site preparation within the one-hundred-year floodplain as depicted - on-F --Map of any watercourse: - ; j� 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 yon answered NO to alt of the questions above,STIP! Complete the Applicant section below with your Name, Swriature, Contaet Information, Date & County Tax Map Number! Chapter 236 does not apply to your prejeet. If YOU answered YES-to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cheek List Form to the Building Department witli-your Building Permit Application. APPLICANT: (Property Oti Design Profesmml Agit.Contractor,other) S.C•T.ibl. *: 1000 Date: DaYrict NAME B y -ection s-, Lot (,3 7 3¢�"I �5 FOR BUILUNG D1rP.�R IEINT USE aNILY Comact informuorr Reviewed By: - - — — — — — -— - — — — — Date: Property Address I Location of Construction Work: — — — — — — — — — —42— &q — — — — — 7 /1 < H /( (h �� El CApproved for proce`sing Budding Permit. `-(" ��; Yy Ctormcvater Management Control Plan Not Required. V — U _/ — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM r SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. : 1000OSUFFQ/rCHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �*+K- r U 3Stormwater Management Control Plan CHECK LIST NAME G Secuon Block LotS M C P -Plan Requirements• Provide ONE copy of the Building Permit ApplicationP..Nm Date: �k The applicant must provide a Complete Explanation and/or Reason for not providall information that has been Required by the following Checklist! SMnalurc TNe rc.um 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE FNO1 If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0O b. Total Site Acreage. V III0 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(02). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. O0 e. Limits of Clearing & Area of Proposed Land Disturbance. �0 f. Existing& Proposed Contours of the Site (Mininiuin z Intei vals) 00 g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Aiea(s). 0� I. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate O on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. 3. Details&Sectional Drawings for stonnwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00 b. Construction Entrance &Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY* ** Additional Information is Required. I Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector x' ell " 4� G . .:�A-.. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 G36 = - -, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �wx` rogerr@southoldtownnv.gov - seand(c�southoldtownny.gov oa APPLICATION FOR ELECTRICAL INSPECTION- F-ee ELECTRICIAN INFORMATION (All Information Required) _Date: Company Name: - Name: 3k�e n V�o m 10 License No.: email: Address: 23'A Q -D�;,AQ- dYl©fi Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: r -_ _j _ OUB - Cross Street: Phone No.: ^ Bldg.Permit#: j email: Tax Map District: 1000 Section: `d _Block: Lot:_ 13 BRIEF DESCRIPTION OF WORK (Please Print Clearly) n o f 'k Circle All That Apply: Is job ready for inspection?: ES NO Irl Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: - .A # Meters Old Meter# _ New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: .PAYMENT DUE_WITH APPLICATION Request for Inspection Form.xls ON Town Hall Annex , t, Telephone(631)765-1802 54375 Main Road f= — _ _ Fax(631)765-9502 P.O. Box 1179 ti. to Southold, NY 11971-0959 L�1 4 _�ar BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: d Owner: Location of Property: 2 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction,(PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor anA roof ra ing (FR) Signature: Name (person submitting this form): H4"t—_ Capacity(check applicable line): Owner _ Owner representative TrussRegl5.docx Effective 1/1/2015 ®��OF SOUj�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COO, BUILDING DEPARTMENT January 4, 2021 TOWN OF SOUTHOLD Maida, Alexis 29745 Route 25 Cutchogue, NY 11935 RE. i TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) i X Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) V X Energy Test Results. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44216-Z Additions & alterations. i I I 18-1271 LOT ARFA 96,366 SOFT. = 2.2 acres 19-117 DATUM = N,A.V.D. 19'?8 EXISTING; FFL ELEV. = 35.8 Z��SKI EX.ISTIN^ GAP,. FL.fV. = 32-0 r�Vf GR FaR!�F RLY fd man EXISTING GRADFS = x2' (36.8) (34.2) 131 . -P 36 1 7� fd rebar fd mon f3e.$) r 0.8'S EXISTING 2 STY FP. r)WF-LL1NG W/6 0FDROOMS r-- "f 0.6 4l' FIRST FLOOR = 1,908 +SQ. FT. PROPOSED 2 STORY ADDITION W1/1 BEDROOM fd stk FIRST FLOOR -- 9639 +SQ. FT. - ------ ------- - _-#--- ------- 1.0'S " ' SECOND FLOOR 90 :9 SQ. FT. PROP.PT)DIT1ON TOTAL_ - 1,938 �c.vFT. Bit Suffolk County 73cpartment of�-eait�Services a � 1 ;Loo o PROPOSED SANITARY SYSTEM 1 gal. SEPTIC TANK 1 LEACNIN 3 POOL 10' D1A.x 15'DEI:P ELECTRIC SMVICE FROM OVER!II-AD W;IRFS N � NO VISIBLE GAS St_RVICE II} cz� co i LLI Q r., It t >- _j r- tn <' ° W 4 i 41 n 2 fc 2..6'E: C) Cl C) G j c. x Qa v_ NO SANITI1py SYSTEM { OR V"',"TFR SFRVICF Cmf hlk. x -L, eXi ting - cx t5.5' GAR. FLFV U - `._ J 2.0 O� FR_ fsp�,r?fl MASONRY GAPAGF c"28.0' cy c s 20.3' Lfc 2_.1'E 4 1. proposed J 1G drywcl! PROPOSED 18, eyist;ng - J ADDITION !� cesspool C� r a>phatt ca b aspt-,r `r driveway homeowner ai 1 to be abandoned �-- -i Lil c eYa n / Q LLA , Mir . inter;o 0 ��'' L , 1 TF31 eican fou u O 36" < � 29 o (34.2)r LP �JQt.` _.� -2.J74 - C, - '�' and MASONRY�' � � FAbvndorLn1-n!dcxist n�sanitas��sy�tet:�must b W in TEST HD!_F{ CJ4;r-; eyy„ aaa 1v_'?40�"'12t'1 d�'p"1'«1�27.7' 13.2 cd fcn`%'1N.VM- $C) as proof. J , 16.5' btd`g �y - 7.1'4;' (� existing FFL FLEV =- 35.8 C C' f�{COUTITY�¢ nf+*^^se e- e+ a Ca T"" A•"-p �. 1. �ii,i t4iJCix1 \ Li`mac:.liis sd t'i 1+` '.aTk i f, 1i.56 lW .w (30.8) U �r �3 -- �- l 7 2919 0-{ v (33.4) n ,rj�„�'� .-nsN 7 • / �s� �i'G`��`D (��Q-• For.MAXIMUII.1 O � Ewos owos z 5 ,- UPI RES THTIC'YEAR FR Wi T E 0 APt 7ZOVA L ,G 8-26-2019 REV;B'ED C-12-2019 ADDED HFAITH DEPT. INFOI-4ATON i 6-21--2018 BUILDING, and DPIVEVW'AY LOCATIOtdS TEST BOLE BY McDONALD GEOSCIENCE 5--3-2019 Tf+F Orrl f (" Vurk"fow3) ',.wyN f4f't.,c.c�' F'f w THF 5Tft'JCillve.;TO TtfE -�_- r!,, "'Y trt"5 MIT F"?fi A °^!;!ls PVA " AND VS' AND TMFym,It" ArF t:DT 10.��R 11MVIDF'0 TO 00t t Tr�r tT:r'O'?:�N OF n;r4",M W-'M':Na w•u.s. FIOC+is, PAm>s, JOB No. 16-231 F`ILF No, 98'81+ 0' t! /" 1 A 4� ��. F",I'" r AF.rA3,A,,Prr J TO P0!Dfjt,S CN2 A+.Y CTHr>'CON`TF,!XT", 4, ' h r t, 0.5' DAR. L�POWNI LORI. OL �-- �) L t.RVtYED FOR ALEXIS VWDA P VF,At i'{){M,�!3f',7 A;*F7ZAnnN Oi? Ad)t�f^PN Tn YtitS SY!PuF.1' LS A Yt'>UT�M OF !YCI'r�N E??�OWIN SILTY SAND SM 72U.) Or TW n:'* Y�a,>< STATT UWCATM„1 Vw. 2.5' GUARANTF:'R 011,T'ATM HFOnN SHA!t RlIN OVIY TO`(lr PrP`"PN IC)ft W"Om TNC su",cy m r=r7Ar•-.. M'^ ct,, nls r-At r Te rT. r s CrMrAw. a wr^,. rnAL SITUAT! D AT GUTCI(OGUF Altm"Y*NO LFN! !N:• )W,"T71Vf1C'N L1S`ES)VI-ON, AND Th T1ff yT!rNn.' OF P^.r PALE BROWN FINE SAND SP LPM!:^ ,'•'"?7r:TION O UAPANTFSS API_ NOT TP 41;FrRA,'?!Y TO grn'VTN:FtAL T?;VMM,)11S TOW.'tJ OF 50UTNOLD, 5U>T 04 K COUtJTY, N.Y. 7' -- Grr;,AYISi1 !'r01'�RJ SANDY CLAY CL en^^;s Or r,;f> s�.�r.T'T UAP NOT e�ep�r,p n;r tAtco sitF�.ryea's rc+�'ED srAi LIC! SCAk E 1 40' C1A*E' 9-22-201C NOTE: FL ")S1*'6' SFAs. StW_t NOT P.£ C*Mf-,:3FV15",tn BE A VA:-R)TRUr COPY. 8' Location of water rrfaino ____..�__ __ _ �:, _�,.,..r. FILED MAP No. DATE' �4 TAX M' USK 2016adjoiners water supply CERTIFIED )tLII by oth'•r_R and are not . guaranteed. eC1 HAROLD F. TRt.i0-10- N JR. P.G. ' LAND 'SURVEYOR PALE BROWN Rr1E TO MEDIUM SAND SP - 6P.O. PDX 616 ..., `�' ;°�,'�'' C�•'.'F`';. , ' 1366 WAD:NG RAV E.R--t'1 t1DP RD. W AD1NO f'iVER, 21' �'O �.�.,, .=a�,.d� NFVt' YOPK, 11797 GOFX"FLITS: P:0 t4'ATf R EPJCOUtlTEf ED 'T� _ Q -�, s.Y. LIC. tto. 048992 6x31 20-469S } _,_._..�...._.._,_. �. .._..�.�...w..._._,._...-_. ._.._.._..,_..,w.�,...,......,.�.._._.._��:,..�..�...�.-_.......,.. ,..,.��..�'..�.._..._.......,.,..._.. u_. ,.... _�._. _..n..._,.�_�.. _�.�1RaL0 F. TRAt���,.•n.r+��f��� ._ PEIJN.TLIC^t�to; 2lia'_..E..... .�._..,..._,,,...�u.............,,..._....,__.,......,_.,.....,�...._._._.......�.,_..�.�,..�.,........�,w......J t,01 APF A 96,36f; SQ.U, 2.2 DATUM = N.kV-D. 198"' 1 j r -1r. NOh fd rnun .4 150"L fd rebar 1-d 0.6'W Iort U) f f) r) Lit (?- ki- I x fc 2.6't, CC 0 HAF',�N MASONRY CARA13E G. fc 2.17CJJ - 20-3' X 7,L, I U.j CID '6 2nd stv U dr;veway a 1,c,v e rl� -J C; 3.4' C-) C 7.o' 0 Z) C (34.3) L 0 co 20.5, C, Ce - (34 2� r7l. 2 STY FR j II and MASONRY EPARTNIt.04T OF HEALTH SERVICES Dwru SUFFOLK COUNTY Dr- 103' LP 27.7' 1 t) APPROVAL OF CONSTRUCTED WORKS FOR 16 r." SINGLE FA'--�!LY RESIDENCE 7-1'W Date OCT 2 � 2020 H.S.RFS.Nol)0-(Q-- co (14 (5The s-mge disposal and water supply faePitles at this location have been 0 inspected 2wYof certfied by this Department or other agenries and found to be satisfactory FOR AAXIMUMZ I BEDROOMS. --k jo Craig Knepper, P.E., Chief Office of Wastewater Management. A FEB 4 S- .7 0-14-2020 LOCATED ADDI'PiON, '-SANJARY SYSTEM P001 ,Al!,j 8, tri -2!,1 q RLVI E L) C-12-2019 ADDED HLEALTH DEPT. INFOMATION 6-21-2018 eUILDING and DR!VEWY LOCA110N5 r1f: vr:rm-ev': TO, err VE Kik A AND j-r AND TWprrOPE APr Nr)r TO 001'k T14 f-orCTi(* (.W W)y j'q. PtA'Al', P01A. JOID No. !C-231 FILE No. 9E8F PIANTP,"; Al?'A';, AN)rtX)f\, ri) p.,�(gilt. (X)t4 &Tr,,�AnoN OR Am-m to ms sxwy- r SURVEYED FOR ALEY.rl MAIDA 7201 (,Ir r1r �4rW yr)rK A VIOAX110N OF Sr-nor4 SRAU FUN ONLY TO THF PtT11-CIN FOP,Wi)-,D�4 T;qE ON f— 01*!Alt TO P� rllr COW`ANY, A(*W,'(AN/) LFW,�Nr 04SI q,#1'CW j-tS1H) f4134T*4 ANtl TO I-,W A" SITUAVO Af CUTCHOGUF I " 04':"' ON Ajr,^ W-71 X)r7PNV, OR TOWN OF SOUTHOID, SUFFOIX COUNTY, N.Y. LAP?n TYtt04? SCAIF I" - 40' r, Rfr S!"Ay MAI' WT KWNr, !" &, r DATE 9-22-2016 rM'K,)77M VP1 SIVA TO Fr A WV M.1r. COPY. FILLD MAP Na. DATE CERTIFIED ON( TAY MAP No. 1000-1o?-?-1j DISK 2016 NOTE: CESSr-001-, SEPTIC TAINK Ar WATTER I V%ROI�D F. TPANCI ION JR. P.C. SFPVtCF I-OCATir,)"!S BY OTHERS. LAND �,URVEYOR F'.0. PDX Cir-) ER 1866 WADIINJIG P\IVL -MANOR RD. WADING RIVER, NEVI YORK, 11792 HA �Y LIC N 04899'?. �f>01,-n F. TPLI�w��I' t7 -1 631-929-4695 REVISIONS: - o - 00 00 ao - o — - o0 o - 00 - HARDIPLANK LAP SIDING - - - (ANVIL BLACK OR JET BLACK)= — O SOC-BOO[-7 • 00 �- o000000� NTEJL�oo�L�o 7[-�C�Oo J�o�o�ur�r-�000� - �oOo_000Oo_�000Coo� - — - -ji Too �0000000o - - - - - - - - -31NL B1BLIABD- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - oD �'�000000 � o� �oo��oc��or00000 _ c - �0000�oo�00000 - - o; � _ o0000000c0000ro 0 000 - ooc��-J ���o_ o� ] oroc000L00000�� �o-- o� 0000 - 0000 �0000r-� - 0000 5/X4 CS000 000 0 0� OC��O 71=1 ce= � U=IC�L�=f�'— - Cl��- �ODL�I J== JL 1oo�� -o0 00000 r� o- oo� Q �r ��o 00010 000 - 0000 BLACK FINISH ] �OOOO o _ ooF0 0000 EXTERIOR WINDOWS �[�C7 _] �L___���� COCA 0 0000 0O1 11H+ 0 D 0 ���O� 0000DOO -o2o0 - oo_ oC�oo - 000000 0000 - oloc�r--, 50000 �=-J 000 - 0 �00000t�r��orot�o - oCo�]o uo�� � ��oo �0000000r=Joo�� 00000000 000 000 �r�o oy�0000C00000000 = 000� 000000000000 o�J0000000000co 000 �o 0 or�0000000F�ool� or� o �00000000 �o=I -IC=]0o F--]oo - 000o�000r000Cooro 000 moo o- Oo0�o0��O�o 000000�c-000��� _�L�oo�i o�00000Loo 000 NORTH ELEVATION SCALE: 1/4" = 1'-0" 0 C w � � z 0 N i nuO6 r►-ACARDING REQUIRED0 U RETAIN STORM WATER RUNW U PURSUANT TO CHAPTER 235 COoo OF THE TOWN CODE. ots 00 Blower d DATIE: B.P,# Yy=21�� �o 0o - - - - - - - - - - - - - - - - - - - - - - - - - - - - andductwo k FEE-L �67 NOTFY BUILDI ZIG t-, E•F-ARTPu'ENT AT o . o testing required. 765--1802 8 AM TO 4 P.`! FDR THE FOLL.OU'ING INtSPEC T IONS: 1. FOUNDATION, - TWO REQUIRED �, o FOR POURED CONICR'ETE cu y 2. ROUGH - FRi�J'I�!G R PLU1�9L-I��NG o .2U `'""¢'"•vim 3. IN'SULATIOi d �A v 4. FIINAL - CG ,'TTRUCTION MUST O a BE COMPLETF FOR C.O. - - _ — _ - - _ _ _ — _ - - - - - - - - _ — _ - - _ - - _ ALL (CONSTRUCTION S'HALLN11EETTHE U') \ REOUIREMENTS OF THE CODES OF NE.Vti/ U YORK STATE. NOT RESPONSIBLE FOR i-iFICATION DESIGN OR CONSTRUCTION ERRORS. r, v o %P�t LFgD CONTENT BEFORE , BLACK FINISH [� _ _ ON _EXTERIOR WINDC'JVS— s.�== �'i 11-ICATE OF OCCUPANCY N v - o COMPLY WITH ALL CODES OF ° w Lo - - .ODER USED IN V✓.4TER r~ .� 1 o - fl,. ,, NEW YORK STATE & TOWN CODES o, oo I-)L""t L r ,SYSTEM CJj,/VA`J7- AS REOUIRED A OF O0 EXCEED %,'i 0 OF I,o LEAD. o FM uo �AH9L $V 4� '00 S OVVN PLANS';NNa w _ - - _ - - - � Ys ► sEEs- - - - - - Must provide Manuals - � oo o � _ D, J and S as per I o v, — oo�oro� NYS Energy Code ��- HARDIPLANK LAP SIDING OC]� (ANVIL BLACK OR JET BLACK) o�� 000 – rsoo n�� , 1� -.ya N Cis 00 - �0000 _ �.��p u� BING �r` si :�f a gs i `r� e� opo — 0r—� - coL�o E31NtG S U -r0"2 covl:l;Ii 1r t � [ LeoF1 11 /X4 CSG 000 - o� o o ao as o�- OCOC� 1OC- oO C���C IF EAST ELEVATION SCALE: 1/4" = 1'-0" I4 N ! f DRAWN: MH/MS �� Y3 ©`5 SCALE: JOB#: ` - 7/3/2019 An exterior lighting SHEET NUMBER: Installed,replaced or repaired shall conform A- 1 to Chapter 172 of the Town Code REVISIONS: O W El Z F--1 --– �0 BLACK FINISH 11F71 ® �DOC� �OC�OC� EXTERIOR WINDOWS_ p - - �c� 01�oO000Coo O I-1C-11—J�fUL-1 ----- - ----- - — - z o � oCo 0000 000000000000 � �oo� � 000c�ooc� 7C�O fOC�C-IO Com -_ C�OC� N �or�o Oor� o 0000l�oo goo =Joos 0000000��00000 - _ o_ 000000 goo v a oC�C�oc�C�C�uooC� Ffl HARDIPLANK LAP SIDING d" Coo C�or�c�oo�� 000�� Co c0000000000�or�o 7C--lC�O �C�C�OC�OOC�C�C�C_C�C-� CSC (ANVIL BLACK OR JET BLACK) p _iCOCOI� OCO70�OOC�C�CJ�C�OLO `�C�C�C�UO�C]C�OO�C�O(��JO �000 00000000r�0000 C- 00000000r�000r�oo 5/X4 CSG �C�oC� oouoo 000�oe� o ooCiCC�r�C�000Oo 0 ��� ��ooC�o ��oor000 11 ILoo�C0000c�0000 �Co�o - .�000r��oo��ooC�o - - c�0000000r000000000 �CoC�o ouo��o�r-�- ��00000_ - 000C000000c�0000��- Cao - - �000 - �oou�- _ 00000�00000000 IFoo C��� 0000C� �oo��000000000000C� v � c� N � p cn M y u O m r�i v SOUTH ELEVATION � � v0 SCALE: 1/4" = 1'-0" x p �" w 000 ° r, cu N � w3 w O N H V DRAWN: MH/MS SCALE: JOB#: T .:O¢. � 7/3/2019 SHEET NUMBER: Art REVISIONS: ........................................... 1 , 43'-0'/2" ' 1 , u � 1 1 , 1 , • d d d • • d d • 1 d d ' -------_�-,--------,----_�- ---------------------------------------------- -- ------------- *........................................................... 1 • . d D D D D D D D d o d D` d o . d D o • D` o D o D v 1 I , __ i. I , I • I i I D I m 3'-1011 I ° 1 I I • ' Lu d 1 1 I H v 4X4 POST 1 n ; 0 REMOVE EXISTING V �P) I , 1 `D BRICKWORKAS v • i C? oo i NECESSARY X I . I IIN 2X8 i , I N cn N @16 OC I LL CRAWL SPACE M W 1 \ . , • i I ' I I I 1 GARAGE I 1 , .- ,04 1 tn I I • • I . , I I 1 - ----------------------------- --- _ I r� �• Q 1 1 I - 0 I Ln 1 Q �r� �r�w r, i v ,v . . v 4 p ,v • v 4 •D •v D I fV • - I I a I rw4 • � w. � �00 I ° I I • I , 1 I • * 1 I 1 I I I 1 I '.+0� •rQ . I 1 I p I 9-811 51-811 1 Ln 15'-411 _ ELEVATOR 48"X48"X12"CONC.FTG. SHAFT PIT Z 1 _ REINFORCED w/(7)#5 REBAR em. PER MFGRI - l o I O 1 _ M O i i REQUIREMENTS i ° i Q O ------------ I I i ,• I 1 O W I ` 1 v •v • 1 d- 5'-10" (VIF) I 4 I I .• I ' I I I , I ' ---------------------- --------Q------------------------------- -------------� . I ELEVATOR: ' Q VERIFY PIT DEPTH AND ELEVATOR WALL SPECIFICATIONS x ---------------------------------- - WITH ELEVATOR MANUFACTURE PRIOR TO O N U CONSTRUCTION FLOOR PORTION UNDE ELEVATOR TO 1 BE SUNKEN PIT TO BE MINIMUM 6"DEEP.PROVIDE 24"X12" „ ,1 , 11 , „ , , , „ „ CONCRETE FOOTING SURROUNDING ELEVATOR, U 1 -9 9-3 2-0 91-311 -51/2 3 -3 1 0' REINFORCED WITH (3)#5 REBAR.WALLS TO BE 2X6 DF#2 ; @16"OC w/FIRE-BLOCKING. PROVIDE ELECTRIC SUPPLY TO ' 1 MOTOR CLOSET AND ELECTRIC SUPPLY TO SHAFT FOR 1 281-0" HOOK UPS.SUPPLIES TO BE CAPPED AT JUNCTION BOX. CONTACT SUPPLIER FOR RECOMENDED LOCATIONS. MOTOR CLOSET: ; WALLS AND CEILINGTO BE 5/8"TYPE-X FIRE RATED SHEET ....... ROCK.DOOR TO BE 45 MINUTE FIRE-RATED AND VENTED ; WITH SELF-CLOSING HINGES AND STEEL JAMB. 1 � 1 1 , 1 0 -----....... - .................. ELEVATOR: ---- -- ; N Qj SUPPLIER/INSTALLER:ALL-ISLAND ELEVATOR PH.631-726-1500 EMAIL allislandelev@aol.com , x v WEBSITE ' 0 co http://www.allislandelevator.com/index.htmi rte+ ' O t""I U MANUFACTURER:CAMBRIDGE ELEVATING ' �' `z PH 1-800-265-3579 v L v WEBSITE .......................................... 04 g� 00w https://ww.cambridgeelevating.com/ C, r; v p, MODEL: HERITAGE HOME ELEVATOR Ire U " https://www.cambridgeelevating.com/elevator-models/heritage-home-elevator/ �� U) v ry N o W 3 t~ FOUNDATION PLAN SCALE: 1/4" = 1'-0" w d O d 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. TOP OF FOUNDATION 8" 6). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SILL PLATES ABOVE GRADE. EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET. d RESIDENTIAL CODE WITH A BITUMINOUS COATING. 7). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND W/I 1'-0" OF CORNERS, 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KL-eWAY IN FOOTING. INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL r'r')OTINGS TO REST ON MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3). VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HE,,- PRIOR TO 8). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE POURING SLAB. INSTALL R10 ROUND PERIMETER IF HEATING (3' MIN.) BLOCKING AT 8'-0" O.C. (MAX.) AND MIDSPAN. J ~ c 4). GARAGE SLAB TO BE REINFORCED w/ 6X6 10/10 WELDED WIRE FABRIC OVER 2 9), PER R302.13 CODE, NEW FLOOR JOISTS AT BASEMENTS ONLY (NOT CRAWL SPACES): UNLESS USING 2X DIMENSIONAL (MIN) SAND ON 6" GRAVEL. SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR SIONAL LUMBER OR MICROLAM JOISTS, DRAINAGE, 1/8":12" (MIN). NOTCH 2" DOWN AT DOOR OPENINGS. #5 VERTICLE 2" SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS '� '� '$ � +r t DRAWN: MH/MS REBARTO BE INSTALLED AT WALL @ 16"OC, INTO SLAB AND DOOR APRON. J�'�TS OR STEEL JOISTS). TJI FLAK SgCKET TO BE USED IN PLACE OF SOTOANDARD ;`I SCALE: TJI WL-\D-Is FOR EXCEPTION TO CODE REQUIREMENT (NO SHEETROCK). �. '� ®�, JOB 4: 5). CRAWLSPACE SLAB TO BE MIN. 2" THICK. .,ti p � � 7/3/2019 10). FILL VOID, BEI ' FEN JOISTS, AT POINT LOCATIONS. SHEET NUMBER: A- 3 REVISIONS: PROPERTY LIN E Z 0 N 43'-01/2" SOLID ISTER 141-0" 27'-0" /2'-01 " O BE INSTAL ED BETWEEN EXISTING 61-11/4" BRICK WALL AND 1W3046 TW3046 NEW LAP SIDING ~J lO (3)2X10 HDR I I (3)21x8 HDR ^ I I I I N I Z 1 I I I LL I 1 I W I I 1 I 00 I 45min FIRE RATED DOOR ; ; ; ; ,N O Z SELF CLOSING HINGES ' ' O EN' AI �p z STEEL JAMB I I CL CONDITIONED GARAGE - - = (3) 1- -1/4 ML w/(2)5/8"STEEL FLUSH BEAM N = �v = m0 COAT SLAB WITH GRAY EPDXY - �I I x EXISTING KITCHEN o I 1 o O `O 5/8"TYPE-X FIRE RATED "o x = '// � 0 SHEETROCK ON WALLS - � MUDROOM �*I I M ALTERATIONS `� 1 10 I I N / z ` AND CEILI - M Cn ^,' 8'-4 3/4"+/-PLT.HT. N VO W o v V1 (MATCH GARAGE) I l y T I N I I 6'-4" 81-811 oU. I I Z II O Lu v IV- z 0 2'•6" ------ --- x ®®® Q 0 HALF BATH -1 -1 _ ,21 .---------- 15'- ------ --- o - - - - - - - - - - - - - - - - - - - - - - N •- 4X4X1/4 O ' ' 4X4X1/4 TUBE STEEL z �:D ' ) ' CO UME (3)2X8 HDR CV COLUMN W10X30 S EE EAlvl(ALT.: 11-7/8 ML ( i/2"STEEL)GIRDER n 2X8 HDR 1 3'-OR 4X4X1/4 TUBE STEEL COLUMN w/48"X48"X12"CONC.FTO. a TW3036 EIRFORCED w/(7)k5 REBAMe.w. I I i �i 1~ 1 O O O 48X48 -- ELEVATOR N M x I • Q N 1 I I ^ � I LL 1 1 1 1 O HT1 I 1 1 1 1 VO I�'yi O 1 1 1 1 I 1 1 1 I I 1 1 O 1 I 1 1 1 I I 1 I-'( W ' 3 1.34X11-7/8 ML HEADER ' ' ' (3 2X10 HDR M , (�) I , (3)1-34X11-7/8 ML HEADER 1 ) 1 1 1 I I ' `_ 9'-0'- , I I I 9%0"'i l � � 3'-0" 11 I i --- ------ I I I I ------------ I I I I I I i t I I 3X3 I I 3X3 3X3 3X3 I I O N 1_,BRACKET _ BRACKET BRACKErL, BR CKET _ II �j 8'-8" 8'-8" "8'-8 -o' II F-+ U II II II 61-41/211 11'-3" 7'-81/2" 2'-8" 5'-10" 11 4'-111/2" 41-81/2" 28'-0" 5'-10" 9'-8" 01 0 . 431-6111-.AREA SCHEDULE M 4 � o NAME AREA , 1ST. FLOOR FINISHED SPACE 221.9 sq ft. r00 p 2ND. FLOOR FINISHED SPACE 898.1 sq ft. `-' x o m GARAGE 700.0 sq ft. Z w 00 1ST. FLOOR PLAN (z u SCALE: 1/4" = 1'-0" Lr) v M ;~ I 2 4 ( - 01 1 W N GJ FASTENER TYPE: SPACING: No.BWODDSCREIV (I (I I ' 'I( '/( 1). USE 3/4" T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 8). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc 1N CEILINGSBED NCHOR WITH F' h.EMBEDMENT LENGTH 16'OC 21n 1 I ��I I 1 I nti11 I I � •� I � `• � •�f •�� � RING SHANK OR SCREW JHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX. 10 OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, 21 EMBEDMENT , ( ,I ( / ' I f I J MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. O BASED ANCHOR WITH ib'OC ( V) BAS EMBEDMENT LENGTH I v J 1/41n.7W.LAG$CREW S I WU PER CODE. BASED HON WITH 16 OC t ly I _ j I I I - • _ • 1 • I • �3/4"APAPLVWOOD 2). SEE FLOOR PLAN AND SECTIONS FOR PLT. HEIGHTS. 2APARATEDGHEAfHING I 1 \ s1NG 9). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE N ti s (ALTEEPNATNNE:7/16"O.S.B.j I '� II 3). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C. APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING F I �® 1/2„APA RATED SHEATHING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. GRADE PLYWOOD y (ALTERNATNNE:7/16"O.S.BJ 4). EXTERIOR SHEATHING TD BE 1/2" THICK FIR CDX PLYWOOD. • I I I I/ 10). INSULATATION UNLESS OTHERWISE NOTED: CEILING / ROOF: R30, EXT. FASTENER YPE: SPACING: 10"OC II I 1 2x4 DFt2 I I I I I I r^ No.8WOO D-SCREW 1 ( STIUBS 1 I �l 5). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS: R19, FLOOR: R30.EXTERIOR OPENINGS MAX. U 0.30 VJ / BASED ANCHOR WITH / I /� �l / ' • r 140.10 WOOD-SCREWS WATER RESISTIVE AIR BARRIER. OVERLAP 3"min. VERTICALLY; 2"min. 1~ WINDOW SILL TYPICAL WINDOW OPENING No.IDwooD-scREws ( � BASEMBEDMERWITH 12"DG ti,l ti,l �- I n 7, I y HORIZONTALLY (WITH TWF AIR BARRIER FLASHING). INSTALL PER 11). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEETROCK. PANEL SPAN EQUAL OR SMALLER 2m.D ANCHENIITHLENGTH I THAN4FEET Zin.EMEDMENTEN I I INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE. www.henry.com BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT BASED ANCHOR WITH I6'OC 21n.EMBEDMENT LENGTH • SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/ BATH TILE TYPICAL DOOR OPENING FASTENER TYPE: SPACING: A •! PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES z-2%4DFk2STUDS CONNECTED rvASED NHORWw 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER AREAS. " AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH B'OC p'✓) C THAN 6 FEET OR GALVINRED BOLTS W/WASHERS 21n.EMBEDMENT LENGTH LIi AND NUTS No.]D WOOD-SCREWS ALL BATHS. PROVIDE BLOCKING AT 8'-0" O.C. AND MIDSPAN. TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9.OC �� g 21n.EMBEDMENT LENGTH R PANEL SPAN GREATER THAN 6FEET 12). ALL FLOOR TILE AREAS TO HAVE MUD SETTING. AND EQUAL OR SMALLER BASED ANCHoew� 16"cc r PROVIDE - X1 DF HEA BEARING WALL OPENINGS THAN8FEET 21n.EMBEDMENTLENGTH 7). ROV 3 2 0 #2 HEADERS OVER ALL G WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK 13). ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2" PEX HOME RUNS. DRAwN: 1vlx/Ms AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH ' I �t SCALE: WINDEORNEDEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITIiAMINIMUM THICKNESS OF7/16" SIDE FOR MICROLAM HEADERS. 14). INSTALL 12X12 / 14X14 NICHES AT ALL NEW SHOWERS UNLESS / h I. JOB#: AND M4XIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ' J r ©`y 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 OTHERWISE NOTED., TOWEL BARS, RINGS, TOILET PAPER HOLDERS, etc. t.'"� J f 7/3/2019 CONSTRUCTION CODE).THIS IS DES WHERE APPLICABLE. ALL PAVELS MUST BE CUT TO IZEOAND READT A Y TO USE ON ANY NEW WINDOWS AND DOORSUTION FOR DESIGN-PRESSURE.ALL .SHUTTERS S MUST VMUST BE MARKED UFOR WHA OPENING IT S TO COVER. +.r '(}}t IES SI IEET NUMBER: INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. +,.,..__� '� HARDVIARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 15). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A-4 REVISIONS: 43'-01/2" 6'-10" 7'-10" 10'-8" 15'-711 '-01/2" 2'-611 i11 -811 TW2836 TW3036-2 TW3036 TW3036 (3)2:,8 HDR ( )1-3/4X7-1/4 M HDR (3)2X8 (3)2X DR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 u of 1 M 1 � 1 1 1 1 1 � 1 1 1 1 t MI 1 1 1 1 1 1 1 1 1 ID 1 1 1 1 1 1 1 1 1 1 1 4'-2" 5'-10'/2" 0 111111111111 1 I I 1 I 0 BATH ST IR WALL E-1 =N FL H RB p� N UND R COUNTER DRA AND N ' 111/2 71-2" RE SE PAN A p L LIVING ROOM ° v w N r!m� O xOFFICE 2 N o f 3 4 13'-5" N I I 4,-7„ 10'-1'/2" BENCH N N I I o II x O oC O N Lr) ID M O N o M (3)2X8 HDR (w M 3'-0" LL 771 BEDROOA 4T H H TW3046-2 o --------------------------- - V _N o 48X48 Y O v0 ELEVATOR ' X � N � r N WALK IN CLOSET - � LL O _ 13'-21/2" N 13'-511 `^ 1 . rn (2)2X10 HDP. (2)2X10 HDR BENCH BENCH TW3046 TW3046 O W 4'-0" 5'-0" 10'-0" 5'-0" 4'-0" 4'-10" 4'-10" Z 281-011 5'-1011 9'-8" C) � O 43'-611 N H ol U 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" 0 v M O M M y u X Ln ^ O1 to 00 CEMENT 1z ,0 IM, 2" BACKER w BOARD U 1). USE 3/4" T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 9). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE N cu o w 4 CERAMIC TILE OVER RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING -� THINSET(TYPICAL) 9-12" EXTEND MEMBRANE - — — — — — —SHOWER DRAIN 3" MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 48" �-� UP WALLS AS SHOWN FASTEN AT TOP ONLY (TYPICAL CURB 2). ATTIC SHEATHING TO BE 3/4" PTS, APA RATED PLYWOOD. 10). ATTIC ACCESS / STAIRS LOCATION TO BE VERIFIED 1N FIELD WITH 26" OWNER. ATTIC STAIR (OR ACCESS OPENING) TO BE MIN. 30" WIDE, w TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN 3). PLATE HEIGHT AT 9'-0" UNLESS OTHERWISE NOTED. 250# CAPACITY. F' � 4). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 1611 O.C. 11). INSULATATION UNLESS OTHERWISE NOTED: CEILING / ROOF: R30, EXT. O WALLS: R19, FLOOR: R30.EXTERIOR OPENINGS MAX. U 0.30 5). EXTERIOR SHEATHING TO BE 1/2 THICK FIR CDX PLYWOOD. 12). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEETROCK. Enq N 6). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT WATER RESISTIVE AIR BARRIER. OVERLAP 3"min. VERTICALLY; 2"min. SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/ BATH TILE HORIZONTALLY (WITH TWF AIR BARRIER FLASHING). INSTALL PER AREAS. 4 INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE. www.henry.com V 13). ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 12"X24" 1111 TOWEL BAR LOCATION 7). PROVIDE 3 - 2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS (min.12") Q GRAB BAR LOCATION TOILET-PAPER UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK 14). ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2" PEX HOME RUNS. 77-84" HOLDER STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH LOCATION 4 VARIES(VIF) 7 48-60" 15" 54" SIDE FOR MICROLAM HEADERS. 15). INSTALL 12X12 / 14X14 NICHES AT ALL NEW SHOWERS UNLESS (VIF) 36" OTHERWISE NOTED., TOWEL BARS, RINGS, TOILET PAPER HOLDERS, etc. r'INV-11 36-48" 1 26" 11 IL 8). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. e► 1s' (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. 16). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. PER CODE. lar y DRAWN: MII/MS SCALE: JOB#: 7/3/2019 SHEET NUMBER: A-5 REVISIONS: PROPOSED EXISTING UNDER) L2 OOH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — 12 11 _1 - - - - - - - - - - - - - - -1r - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - � r - - - - - - - - - - � r - - - - - - - - - 12 I I it I I II II i l II I I II II I I I I I I I i UP II o 11 II II O li E-1 zo L - - - - I I 12 1 1 1 1 1 r — — — — — 4 I J L _ _ — _ — _ — — =J I ir - - - - - - � r - - J elf N I I o I I II LL II W I N I r - � ) I r — - - - - - - x I I I II I1 I I I I yy I I II II I I II II `''V I I II II I I II II J L — J L — _ _ t l I I 1-3/4X11-7/8 ML RIDGE I I 0 I I I I 12 1Ce L _ F--� I 1t34XII-7/8 ML RIDGE I I I +loL 12 N O I I 1 1 l i I I 'yll� 1 1 H _ — _ _ _ — — — — — — — J I - - -1 r — — — — — — — — — — — — — — J 1 1 1 1 II I I I u L _ I 1 121 _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ J i /1�2 0 I i - - -12 - - - - - - - - - - - - - - i I lam' G 116.75 I I 2XID �1 OC ' I Ioy LLu 2 126.-15^12[/ L _ _ _ Xr - _ J L _L — I — — — — — — — — _ _ 1 x r - - - 2X90 RR -- — — — — — — — — - 2X10 L L _ _ _ @16''OE L 4-0 OH 2X10 RR J @16"OC 12 O N H 12 U 0 M N � cn 4 O � � U ROOF PLAN SCALE: 1/4" = 1'-0" z w x 12C' v °° 12 Cn 0 -x Lo U -1 a? �\�L � :° -{I .o w O� CEILING 2X BLOCKING H u U 5/4X6 rte, O FRIEZE BD. 1/2 RND. 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 �Q CA GUTTER 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 H 9'-0" b GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 94 TOW (6'-9") 1X6 E&CB 3). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS COMPLETE. — _ _ — VERSETEX 1X8 FASCIA (MAX. 10' OC) AND INTERSECTING WALLS, LOAD-BEARING WALLS, 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. cVn SOFFIT FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT x PER CODE. LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 2f- USE 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. 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 - SOFFIT DETAIL •� � - • � ¢- RIDGE VENT AT RIDGES, AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. SCALE. 3/4 — 1 -0 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO '� . ' ,� > r ,k 4:12 OR LESS ROOF PITCH USE ICE &WATER BARRIER UNDERLAYMENT. CONCEAL VENT. ; ,� � � ��. DRAWN: MH MS �® e SCALE: 7). ICE &WATER BARRIER TO BE USED IN ALL VALUES, RIDGES, INTERSECTIONS 11). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED / REPLACED AS REQUIRED. OF 1e JOB# 3/2019 SHEET 7/3/201 WITH ROOF AND SIDE WALLS (TYPICAL) AND 4' PERMITER. NUMBER: A-6 REVISIONS: LRIEScEnecV... Software Version 4 .6 .5 LGMV wfliance Certificate PrGject R30 ••a•;tir C-.% 2015 IEC' BATH -0cati.)n Cutcheig ue, New York FRI91 qpFT—T-1 F-T—T-1 Lunsu*.,<t1 n Tyj%r Single-family o VERT. OFFICE ' BAR I•r,(-:tT'ep�: Additig n � 12"MAX 42"MIN.-.� MUDROOM X11 wire Zone: �>57 2 HDD COUNTERTOP PER OWNER LIVING ROOM '-z_-i, i Rata (RIPPED) BUILT-IN�p 2X4 @16"OC r-jumbAr: DESK N _ 3/4"SUBFLOOR w — - - PLT.HT. v z MATCH STAIR w l Ir ItF'�I r-11i lt�;: IJra fll;'•;14{ 1;I Ir: kr 1 ' - — - — - < ANGLE 2x8 @16"oc KITCHEN Inti, a � litirl'��I Ir•Ir •111;11 I I•: v J 1-3/4X14 ML FJ @12"OC AT BATH R30 14"TJ1360 WOOD-1 F1 @16"OC 5/8"TYPE-X FIRE RATED w Z NOTCHOUT FOR FLUSH SHOWER DRAINAGE O O N QV Rl,;r FIM 1-nF SHEETROCK WALLS oo CEILINGAND V 241.151 ti.N'q RC r1[I E z H C iTk:I !DGUE:, w (SHELVES) GARAGE 9 IE H� LAUNDRY V E d' R19 In La �70 �--+. '_fi•r��l �r�� X11: L,ttteir Than Code r"l ixiriwa 'W.. 429 -'uk • .X11. 407 rd:ex 'ruir .•I ;�L: 4149 'ti k:_II '• ;aI_: P111 3/4"SUBFLOOR I IIF 14 IIF+ I+1 rl • .-i{■ I'lir 111.1+ I.1-+}' 'N +I• • -r4ti :1-•{• Ir 1 x111:1 1.9-r w 1- 'i-.16r { -:41 M- x11 ':1-+ 1�-rd•11•I �I.IF{ EXISTING 2X6 ACQ SILL PLATE DBL.2X8 DF#2 FJ 16"OC r� II I,1'1 t.::I 11'l1 aAL.mi mm r-N11+ } +IIH'II•:1,6p1 - :11%. 1+1-1 *op :I rl IIII-1111.1-1;�-+ II�r-F+. TOF R21 C° V1 TERMITE SHIELD a REMOVE BRICKWOR � 8"AFG SILL SEAL AT EXISTING WALL GRAY EPDXY COATING D 6 AS REQUIRED E= O C .. . a ♦. -71_1 a. . . •. —7.-A. -P .. . A ♦,' —.7-1 b. e. _-7-7-17-777=1 IAssamgpe I I3' 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC V 8'"O CONC.WALL d c OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO c;', EXISTING C? DAMPPROOF OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN). a, FOUNDATION 0 : 17 ' 4b 2"CONC.SLAB . • hn-I 16"X8"CONC.FTG. E (2)#5 REBAR •� 'r'iti-,I 'I 'r1IIn l�I Fri nr:1 •Fall •r r• 1.���I :�.� 1� � �.�.�� .� COI7 r7s'I:: 2 tti D. FLn'1 R 0A en-•.1 J: Ir+.rrnd 1-Pnrr-:1IniIE,1•- F.-r- tvtl-1 r-b'r � _�� �.��1�1 �1 A CROSS SECTION A 3 7 SCALE: 1/4" = 1'-0" H rj'C 'Y'.31 'OfnI t bkaae,ri Fr-i-na r. _tet N.0 19 0 0.1'.4_ 5 riff l`I-'17: DOla.ri LKS '�� ::::• � : !r�:::.:I rresrr:-:raa1 ihk- f';:• . w I H D} 70 r 30 0.,-;C.C. F HIND, •Y.'�l C ,imal :3 '��!�I�I�i rr i•rw, 16" 0 L. •18.) .0 190 0.7 1= 1 �D wi op: 4: r.A1'''a 1jaubly Fs••y ll 1 _Dyi C 4.1 0.31�ti� E :.WI;C ::.�'I W "Odl 2 ',.�icj!u rr:j'I Ie, 14" '.JL. 1._1� �1.0 0 tiC�D7 � x VA--v;:w 1: !r�:.�_•J F'of N••= -.-q ll, _uw-E 1!ti rl U �Y fl• 'I r d }.�r•11' r� .:r '.� t 11.�'{'tii:' I 1-3/4X1I-7/8 _ 12 ML RIDGE 1-3/4X11-7/8 ML RIDGE 9oor k0 ti %A I-As::lM'vs}:ro-vi•' I Inc'r U t1one-1 5.8OG (3)2X10 LuI I I-I-M I_: I'� tJ 1 F1'1 fi @�6" R30 VALLEY Fg2 -loch 2: A 1-!rte,,A I'Ys}: klnr•%•i•1 tloned 5 ti-a•:C• 71.10 .0 ,w 1i IJ.1•? .7 0 till 1 I-1e'I_: 2 r•.D. FL0'r rk N _ I � -II II Ir �: A I-Iri ti�'� e)IS�1 I I'y ra:IFa1i�f 1 i ti. jl�lr; Air 15 7.0 1.1 i LI.i 17 4 " � m � O '•� 2X10 DF#2 C1 @16 OC u DORMERS _ — _ _ (2)2X10 I I m I I -Innr 4: ---•:a fr.Y r: 01 IJ 0 Ir.4 R19 Ox I 1 .� � V C Pr 1 1 S• 1 J S• I 2 I�1 of•1 r_I. Ti%IQ 1 1 u tic;I % dw I.�1 %4512411`19 o I I � "(('j V � _ _ LIVING R OM WALK IN CLOSET 5 ri SII f I i Iti�i I I I �. rj.ti,R r.5, F I:�Ie,,NOR R 1S.r o c Rtii.fir_ o 1 701� u m � R19 `t' Lr) 1 N v BtNCH 0 W - 12 p, 2X4@ 00 16"OC 3/4"SUBFLOOR 14"TJI360 WOODA FJ @16"OC (3)2X8 DF#2 3 3 - - - (UNDER DORMER) R30 SOLID BLOCKING 3X3 DECO. W (~ UNDER BEARING WALL BRACKETS V 11/4 O 11/4, 1 t/z 11/4,, 11/0, 45min FIRE RATED W.c` LAV. LAV. SINK DOOR w/SC HINGES QI SH ER &STEEL JAMB GARAGE O R19 1 1/z 5/8"TYPE-X FIRE RATED (�, EL�'•I 2 SHEETROCK ON WALLS C.O. If 3 11/4 11/4 3 I C.O. AND CEILING PER CODE f3Q 3 W t t/4 2"NOTCH 11/4 11/4 11/2 - _ - d, GRAY EP COATING AT DOOR Q� SINK LAV W C - ;` 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC , #5 VERTICLE REBARTO BE W.M. D.W. FA I 0 8"PC WALL b OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO ; INSTALLED AT WALL @ 16"OC, lY1 ,; OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN). a.; INTO SLAB AND DOOR APRON. 3 - — - - 16"X8"CONC. FTG. /// 0 C.O. 2 t t/a C.O. (2)#5 REBAR Ir .) a - B CROSS SECTION B � � ' ��' } I. DRAWN: MH MS SLOPE" 1/4"PER FOOT PITCH TO DRAIN 3TOAPROVED SCALE: 1/4" 1 -0"7 — t. SCALE: — -� � ,' ,��� �, , 4"C.I. SEPTIC SYSTEM '0~ d JOB#: TRAP HOUSE *fir f 7/3/2019 SI MET NUMBER: PLUMBING SCHEMATIC SCALE: NOT TO SCALE A- 7 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 p • ' BOTTOM PLATE o RIDGE ' • HEADER LEDGER BATHTUB DOUBLE JOIST o 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 LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 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 op r M--� WALL STUD THROUGH-ROOF EXHAUST / VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE B LOC KING ' FINISH WALL AND MOISTURE N 2x4 LEDGERBLOCKINGSTAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOISTAT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF �-GUTTER H THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20 H INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT F--I a. STRAP AND JACK STUDS 9 RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOC ATION USP NUMBER DESC RIPTION APPLIC ATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT 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' 18go. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT EACH RAFTER OF FLASHING 2ND. FLOOR WALL ' op op 9p ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O �+ TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO PREVENT CAPILLARY ACTION FORM DRAINAGE LARY NNELS AND �J U INSTALL 4'0" O.C. 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" ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE CD TERMITE SHIELD SUBFLOOR WOOD JOISTS SILL GASKET o r � v TYP. CONC. FOUNDATION A \ CONC. SLAB GASKET ',�. ' 2x6 /2x8 CONTINUOUS WOOD PLATE o m � 6 MIL. POLY 14 cn o DAMPPROOF EXTERIOR �� °` +, -� \, GRANULAR FILL r BOLTED TO STEEL BEAM WITH r+ 6MIL POLY ON EXTERIOR ' \ , I r" x o 1/2 DIA. BOLTS © 48" O.C. STAG. v STEEL COLUMN I ` w A o ROOF JACK ��� ,% � 1 �� �� STEEL BEAM o° CONC. SLAB v O a r ° A o \.^ �r ANCHOR BOLT EMBEDMENT: �� I � I �. � � dam' ° cn COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL cz v o r BLOCK WALL: 15" �` e ROOFING LAPS I TOP AND BOTTOM PLATE U o CLn KEYWAY FOOTING o P ° d ° FLASHING AT ' / c e ^ �' CONC. FTG. p Q•p C o' SIDES AND TOP . WITH 1 2" x 6" ANCHOR BOLT It n � USE 1/2" GROUT cv >~ r o 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) k'1 WITH 3x3 SQUARE WASHERS � v p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN DRAIN TILE ANCHOR BOLT CONNECTION SUPDORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION '" SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U P4 V) O r-- SUBFLOOR CONC. SLAB 6X6 10/10 WWM I I DOOR FRAME H GARA COMPACT FILL ' DOORGE I Q JOIST 94 USE 2X8 STEEL BEAM FOR BLOCKOUT ';•� ''~,` 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE V ` 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE �`� < \ <� ° ° WITH A NAILING PLATE IF NEED AT END ANDTHAN ES OF WOOD o� D` o� �D ° ° ° ° • ° STOEELL BEAMOTO 1A ALLOW ORGSHRINKAGE Q' GRADE r n '-�-- --«'----' , Q , d , Q �•�;-c BEAMS — --� I I °'° ° n a e ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q ,G• 6X6 W.W.M. 12" ' a ^ d e • . o e D o I I-I I—III ITL— I k MIN. ` 'a D a e C e �'� G%'� 'r ° ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -I ° ° 'n �o I I—JT SUB FLOOR NOTCH EQUALS 1 4 DEPTH OF BEAM '1= D o �— ` • 4 REINFORCING BAR / e ILII • . D REINFORCING BAR c ° _I I . 4°,° 'o 'o • I (Jj_ �OIST ; DRAIN TILE If�l ° e° SHEET METAL 30 FELT UNDER BEAM AT POINT II�I ' a L�'A �° o° ° I I 12 / STEEL BEAMi ° OF CONTACT WITH CONCRETE OR CONC. BLOCK ll171—�TI_ITi-Fit=1Ti_lic I m c•° 3" PLATE (BOLTED TO BEA ''k TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� SHIMS TO LEVEL BEAM - �' I 1 r DRAWN: MH/MS REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. f 1 3" MINIMUM BEARING SURFACE FOR WOOD BEAMGARAGE DOOR BLOCKOUT ! ! SCALE: 1, I JOB#: BEAM POCKET 7/3/2019 SHEET NUMBER: A- 8 i REVISIONS: GENERAL NOTESI WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: 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 When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-n, SPACING NOTES BUILDING USE 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 COMMO RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH 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 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 PER 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 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 DECKS 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 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 3). Dimensions shall take precedent over scaled drawings. accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER RIM BOARD 2 - 16d COMMON END NAIL EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 C/1 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: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING �--� (DESIGNED FOR CAT.C) 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 EXPOSURE CATAGORY E...� 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 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO - 24" FACE 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 attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: 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 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER 16d COMMON ALONG EDGES NAIL 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 � in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC Q 6). TYPE If EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE-TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. , FOOT SEE NOTE: 1,2 ~� 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD Q determine intended heights of finished floor(s) above typical grade. FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS �+ interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE _ 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON 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 e Any new concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 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 BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD w 6" maximum lifts (layers). p P g � 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Z z N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. pp g p BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMON TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 0 8). Draina a as re uired b current N.Y.S. Residential Construction Code. 2). Girders for deck 'oists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O g q y 1 p SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 O N H FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R OF S H EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. U 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 Wind NAIL NAIL Edition Wood FramingConstruction Manual. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) o „ g g QTY. SPACING EDGE NOTE: 2 FOR PANEL FIELD 7" O where needed. C. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. . 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 6). Concrete piers shall be a minimum 6" 5d COOLERS m v S Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all above grade. .WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 U ,r, �.. .1"', openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 0 m ;, ' openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING: vul 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES 4 x o CZopenings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ,S, ° E and blocking where applicable. QTY. SPACING 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 0 �' 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall n anchors where applicable to all connecting joists. PLUMB 1 N G NOTES be used. -� 7/16" OSB 6d COMMON 3" O.C. EDGE Lr) U a, " O.C. FIELD 2 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 ). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N v v Floors to have ceramic tile 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<G<, the nail spacings shall be reduced to 6 inches o.c. o r� on plans. WALLBOARD COOLERS 10" O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 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 provide adequate bracing and plates to protect and secure the structure. Verify JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p fy with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. w where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. H pp STRUCTURAL PANELS Sd COMMON 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES I" OR LESS Q 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 12" O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) uMIN.44"SILL-AFF O as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. U*)1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as 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. H 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 1:4 I y 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4- Fir ) p� 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 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, U 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood sutifloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 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 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of g 2 . When wall sheathing is continuous over connected ) P P g p g 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. ) g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. • , ,r to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted g p 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. "A. �� ~ 3). All electrical work to comply with 2014 NEC. to be reduced toll -16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. " v 14). All roof witlh 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. g and R315 of IRC. ' ; DRAWN: MH/MS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G "� {r ,a' y ,� SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP -:t ��� JOB#: AND BASES.USE WITH FLASHING CAPS TO7/3/2019 "•� T COVER TOP f �_ i�• SHEET NUMBER: A-9