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HomeMy WebLinkAbout43531-Z � I •�°SSU '� ,� Town of Southold 1/14/2021 . P.O.Box 1179 0 C' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41739 Date: 1/14/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1020 Meday Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.41-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/28/2019 pursuant to which Building Permit No. 43531 dated 3/6/2019 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: alterations and additions, including covered porch, deck and second floor balcony, to an existing one family dwelling as applied for. The certificate is issued to Hofinann,Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43531 12/30/2020 PLUMBERS CERTIFICATION DATED 12/17/2020 M uck Plu g f u riz Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT cn TOWN CLERK'S OFFICE oy • SOUTHOLD, NY �Pl� dao 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#: 43531 Date: 3/6/2019 Permission is hereby granted to: Hofmann, Carol 44 Sanford PI Staten Island, NY 10314 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1020 Meday Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-11-5 Pursuant to application dated 2/28/2019 and approved by the Building Inspector. To expire on 9/4/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $716.80 CO - TO DWELLING $50.00 o a . $766.80 Bui 'ng I spector 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 $15.010 Date. f�, New Construction: Old or Pre-existing Building: (check one) Location of Property: M �4 Pj�tCc\QC House No. Streetr Hamlet Owner or Owners of Property:�lrol �—1 Suffolk County Tax Map No 1000, Section US Block Lot Subdivision Filed Map. Lot: �- Permit No. Date of Permit. Applicant._ �V,A Cl_;1�� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A licant Signa re Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � sean.devlin(a-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carol Hofmann Address: 1020 Meday Ave city,Mattituck st: NY zip: 11952 Building Permit#: 43531 Section 113 Block: 11 Lot 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey X Attic X Garage INVENTORY Service 1 ph X Heater Small Duplec Recpt 16 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel X A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect El Switches 23 4'LED Exit Fixtures Pump Other Equipment* Sauna Notes: " AS BUILT NO VISUAL DEFECTS " Two Story Addition Inspector Signature: Date: December 30, 2020 S Devlin-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road, Vo Fax(631)765-9502 P.O.Box 1179G' � Southold,NY 11971.0959 lh BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC 2 3 20 _ CERTIFICATION Date: .10 Building PerrialtNo. — Owner:jr(j k1 4"221 (Please prl - -- Plumber• / (Please print). — I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Sign re) Sworn to before me this / dayof 20 10 CHELSEA L. CHALONE Notary Public, State of New York Registration#01 CH6287106 Qualified In Suffolk County Commission Expires Aug. 5, 20 Notary Public, I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAMKS: OR 151 um r DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. °ycouto, 765-1802 INSPECTION /FOUNDATION DATION 1ST [ ] ROUGH PLBG. 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK DATE INSPECTOR OE SO(/T�o� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL IV61REPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: fAAA �-� 4,Voo' PY& ctilk, [u 0A �ugt 04*116 ivik Q(pll& ff./ A�-,eA jLo2 DATE 7 INSPECTOR �o�a0 Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION-. . [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMAR n J wj v--\ `Q i� p 0 DATE INSPECTOR �o��OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� Z INSPECTOR -�q-----fit� � /] ho��0F S0UTyO� Ir/` � e _I s, * # TOWN OF SOUTHOLD BUILDING-D PT. (. 765-1802 INSPECTION = [ ] FOUNDATION 1 ST [ ] 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: A ! ` ion J&� 4 ",OS Al riV //7 L�rjAlvoml Nee 7��ctd4, DATE INSPECTOR - L- _ I K��� � o�00F SOUTyo * TOWN OF SOUTHOLD BUILDING DEPT. �yCouto, 765-1802 INSPECTION [°_ ] 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 REMARKI: —(fl N n A/ -q "<vAm. y i� �jWfVg-v o. , 0 ��� r DATE o ?tel_ 6r� INSPECTOR ( 3 3 I �o��OE SOUTy�� # # TOWN-OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1 ST- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ Y] FINAL SULATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION,- " [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: LZ/ DATE low INSPECTOR • �_ � � FAIN HIM 013 FOUNDATION (IST) �, r -FOUNDATION (2ND) ROUGH FRAMING& PLUMBING INSULATION ENERGYSTATE . , RAM WU RIP, An �a e COMMENTSADDITIONAL fiL • 20• ; i � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 1_,20 Single&Separate Truss Identification Form Storm-Water Assessment Form / ( Contact: Approved b 20 Mail to:Robert Stromski,AIA Disapproved a/c P.O.Box 1254 Jamesport NY 11947 / Phone:(631)779-2832 Expiration ,20 f' D FEB 2 8 2019 APPLICATION FOR BUILDING PERMIT Date February 25th 5 20 19 a711•D ' '�= INSTRUCTIONS TOWN OF SOU Tao' D' 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°/T demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housin ,code, and regul ions,and to admit authorized inspectors on premises and in building for necessary inspections. t S' nature of applic or name,if a corporation) P.O.Box 12 Jamesport NY 11947 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises carol M Hofmann (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. 9 rl(p(O Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1020 Meday Avenue Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 113 Block 11 Lot 6 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family One Story Home b. Intended use and occupancy single Family Two story Home 3. Nature of work (check which applicable):New Building Addition x Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost$125,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 3-Existing Fist Floor 1-Second Floor If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 38.4' Rear 38.3 Depth 33.3' Height 1911 +/- Number of Stories' Dimensions of same structure with alterations or additions: Front 56' Rear 56' Depth 33.3' Height 19'11 +/- Number of Stories 2 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front 57.2' Rear 52.3' Depth 10. Date of Purchase 06/2013 Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES-0 NO_[7jWill excess fill be removed from premises?YES_0 NO_D 14. Names of Owner of premises carol M Hofmann Address as Sanford Place Staten Island NY 10314 Phone No. (917)9748275 Name of Architect Robert Stromski Address P.O.Box 1254 Jamesport NY 11947 phone No(631)779-2832 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_nNO_Z_ * r l— * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YESNO� * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) P19P,hW_7_ being duly sworn, deposes and say's that(s)he is the applicant (Name ot individual signing contract)above named, (S)He is the Gt. —1 -k- '(Contrkto(Agent Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ➢ANE E STROMSKI day of / 20 f�Q7AE�Y PUBLIC 01ST4940852 ` QUALIFE-p SUFEuLlt C TERM EXPIFiES DEC No dry P lie Signature o plicant T Scott A. Russell 10SU I1' STOR.IMM[WATIER[, SUPERVISOR z MANAGEMENT SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TIUS PROJECT IINNVOLVE ANY OF THE IiOI.WWIlNG (CHECK ALL THAT APPLY) Yes o ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑W-C'. Site preparation','on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0 V D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑KF' 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 Foran to the Building Department witIyour Building Permit Application. S.C.T.M. ": 1000 Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other) District NAME � �— Sectton Block Lot V( - Date: FOR BUILDING DEPARTMENT USE ONLYContact InforReviewed By: - - - - - - - - Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — �< El Approved for processing Building Permit. V Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM '" SMCP-TOS MAY 2014 APPLICANT Property Owner,Design Professional,Agent,Contractor,Other)(Property T.M 1�— b05 f�� CHAPTER 236 Stormwater Management Control Plan CHECK LIST NAME Section Block Lot i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pleax Pr,nt Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 01 all Information that has been Required by the following Checklists Signature Telepeone N"mea 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 00� c. Existing-Natural &Man Made Features within 500 L.F. OE of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing& Area of Proposed Land Disturbance. 00�] f. Existing& Proposed Contours of the Site Minimum Z Intervals) 0�0 g. Location of all existing &proposed structures,roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing proposed structures. I. Location of proposed Swimming Pool and discharge ring. O0 j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area W. 00� 1. Location of proposed concrete washout area(s). m.Location of all proposed erosion&sediment control measures. 0�� 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all imperviouw surfaces generated by a two(21,inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00� b. Construction Entrance &Site Access. �00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00� d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. — — — — — — — — — — — — — — — — — — — — — — Approved By: j ® Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: FORM # SWCP Check List-TOS MAY 2014 C' l �s�FFOtK�O BUILDING DEPARTMENT- Electricaliwector.,_,r i ^-, �• TOWN OF SOUTHOLD D Town Hall Annex - 54375 Main Road - Box 1179 Southold, New York 11971- 9 SAY 1 7 2019 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.riche rt ,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: PCFHAt f4' Date: S-/54- Company Name: Name: License No.: email: Address: /0670 MIC-64Y 1(r''. 4 Phone No.: /T -Opo9:S JOB SITE INFORMATION: (Ail Information Required) Name: �, l2Fl�a�a1 Address: o Inc • Cross Street: l4v� Phone No.: 9'17- -47 Z Bldg.Permit#:, L}3S�j1 , email:k1f pj AUte?jjyW - Tax Map District: 10d0 Section: 113 Block: 1 l Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: C Y�/ NORoug n Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (Ail 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 'f70 5--17-11 82-Request for Inspection Form As -1 N 6 ��g�FFpl�,CO BUILDING DEPARTMENT- Electrical Inspector j0 GymTOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road,- PO Box 1179 CD co%3y � - Southold, New York 11971-0959 pry Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a_southoldtownny.gov sea ndC.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: i License No.: email. Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: 0 -ZV Adze Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: "Block: Lot: BRIEF DESCRIPTION OF„WSORK (Please Prin Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO , Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As PERMIT# Address: I Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments. ) 4 Town Hall Annex _ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 11 ,4V BUILDING-DEPARTMENT NOTICE_ OF UTILIZATION OF TRUSS_TY_PE`CONSTRUCTION PRE-ENGINEERED .WOOD-CONSTRUCTION AN014R TIMBER CONSTRUCTION Dater e Location of Property:.nf Q . tw cnu e Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure i Rehabilitation to an existing commercial or residential structure i to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) i Pre-engineered wood construction (PW) ; Timber construction (TC) in the following location(s) (check applicable line)` _ Floor framing, including girders and beams (F) E Roof framing (R) Floor and roof framing (FR) Signature: - Name (person submitting this)orm): Capacity(check applicable line): Owner ^— Owner representative TrussReg15.docx Effective 1/1/2015 ii I -- 6" '61A11i1 E°'�'�R --= i a I REFLECTIVE W141TE REFLECTIVE RED PANTONE #187 ; l' f II 01 J SII ' I f 's iS S' ROKE The construction type designation shall be i! ggyg 6611?9� 41171, 11IV"or 'IV» to indicate the construction classification of the ;! structure under bES Q.,';''T7t NV` R S7';R[ CTI,JRAL section 602 of the BCNYS - Ct' MP,0NE�['TS 7"HATARF TR,U,$$. TYPE 1;`QNSTR.U'CTION «F'�! FLOOR FRAMING, INCLUDING !! ;■ if GIRDERS AND BEAMS 6 ROOF FRAMING - UWW-1 6 QTR" FLOOR ANQ ROOF FRAMING STANDARDS AND CODES ;i - - ------ � I ��x�75 [S],,j Architecture and Construction Management Services architecture,p,c TRANSMITTAL SHEET TO- FROM: Building Permit Coordinator Robert Stromskt COMPANY: DATE: Town of Southold February 28'20I9 Budding Department 54375 NY-25 Southold,NY 11971 PHONE NUMBER: CC. (63I)765-I802 RE: JOB NUMBER: 1020 Meday Avenue Mattttuck NY 11952 18-ARO 18 ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Building Permit Application 2 RES Checks 4 Plans I Liability Insurance REMARKS: RO.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(631)779-2833 ACORO® DATE(MM/DDNYYY) `� CERTIFICATE OF LIABILITY INSURANCE 02/28/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Debra Simicich NAME: Roy H Reeve Agency,Inc PHONE (631)298-4700 FAx (631)298-3850 (AIM, Ext: AIC No PO Box 54 E-MAIL dsimicich@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Main Street America Assurance Company 29939 INSURED INSURER B Georgie Contracting Plus LLC INSURER C: 1555 Westphalia Road INSURER D: INSURER E Mattltuck NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1892809094 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE TED�OCCUR PREMISES Ea occurrence) ccurrence $ 500,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A MPU7417R 07/25/2018 07/25/2019 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY PRO ❑ 2,000,000 JECT LOC PRODUCTS-COM P/OPAGG $ POTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acadent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB 1 CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED El NIA (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Ac R oz/z8/22o19019 Y) CERTIFICATE OF LIABILITY INSURANCE DATE(MM/ �._.� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Debra Slmlcich NAME: Roy H Reeve Agency,Inc PHONE (631)298-4700 FAX (631)298-3850 AIC No Ext• FAX No PO Box 54 E-MAIL dslmlcich@royreeve com ADDRESS. 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC p Mattituck NY 11952 INSURERA. Main Street Amenca Assurance Company 29939 INSURED INSURER B. Georgie Contracting Plus LLC INSURER C. 1555 Westphalia Road INSURER D: INSURER E: Mattituck NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1892809094 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR ADDL SU13R POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MWDDIYYYY MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 —1_7CLAIMS-MADE OCCUR PR-DAEMISES Ea occurrence $ 500,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A MPU7417R 07/25/2018 07/25/2019 PERSONAL BADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER 2,000,000 PRO- GENERAL $ POLICY �JECT F LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED (Per IPer accident AUTOS ONLY AUTOS BODILY ) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ ElOFFICER/MEMBEREXCLUDE N/A (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD r NOT A VARA { n ' (1)HAIAUTMOE7ED N-IEAAIIOI OR ADDITION TO THIS SURVEY IS A VIOIATIOI OF SEITGN 7209 OF TE NEW YM STATE EDUCATION IAV.(2)DISTANCES SHOWN NHDEON FROM PROPERTY LINES TO EASING S RUCIUFRS ARE FON A SPEOFlC PUtP0.g AND ARE Nor ro OB VSFD 10 ESTAEAH PROPERTY Llis OR FOR ERECTION OF FU4CES.(3)COPES tNrs s.Et1EY YAP NOT BEARING THE IAFD SIIRVETOF$11E®SEAL ON FR60SS1D SEAL SNAG. 0 <E CONSIDERED ro BE TRUE DOPY ()mt RCATN]N ADM=Hzm SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVEANMEN U.AGENCY AND LENDING INSTITUTION USDA HEREON,AND To THE ASSIGNEES OF THE LIAMONG INSTRUTIDN-(IRTHCATIOHS ARE NOT TRANSFERARE TO ADDITIONAL INSTITUTIONS OR AIBSEQAIT OUNE S- (S)THE LOCATION OF WIEU-5(IB.SEPTIC TANNS(ST)t t25SPoa5(CP)SHOWN HEREON ARE FROM PAD OBSERVATIONS AND OR DATA OBTAINED FROM OTHER•' . I *4400 Ostrander Ave",R)vorheod,New York 11,101 _ tol.651.727-1505 tax.651.921.0144 N '! Nactnkleyoungengkaerrng.com Hamm[K YouTg,Lard veyor Thomas 0.Wolpert Frofe�»l 1 Engineer W lj' E j Robert C.Tast,Architect E �fUtN �00 I Douglas E.Adana,PhoteaelxTal Engineer \O'f o 'z SITE DATA S AREA = 24.02-3 50. FT. T} 1 FC�,L=ERK VISIONMAP- 'TOLLEP 0017'FILED IN THE OFFICE OF THE OP SUFFOLK COUNTY ON 1AN.25,1927 AS FILE NO.ITS. _ .S �2 • VERTICAL DATUM ■N.6.V.DATUM(MSA..I4124) It I \ f I I in -. - 3 - � N � tap' •.,I \ri��1 -� � _f -- - _- _ _ _-- _ - -- -- -�_- _ _ _ t SURVEYOR'S GI^RTfFIGATiON- -- -- - -- f L r g I{M Q y, r i •YE H>�Y CERTIFY TO JOSEPH J. FALABELLA, JR. o ! THATAS THIS SURVEY WPREPARED IN AGGORDANGE WITH THE Q¢/.!� - 1 CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE HEM r u*p°r ` i r f YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 13 1:7"1 OI 0 � I L I ,, � • i�; � s uJ L i Paler: 7N I I MOK -�- W' ~• 1 � ! Ir (() 0 > I ~ - HOWARD W.YOUNS,!! L.S.NO. row to 5URVEY FOR JOSEPH J. FAL ABELLA, JR. LOTS 58 4 541 "TOLLEWOOD" ri it6 Jot 3rl �; I7 - at Mattituck, Town of Southold L ;c 1 I Suffolk County, New York O 0 r 1 f d f 4 0 Z z i \ o 8le) r R _ -- -- -- --I FINAL 5URVEY 0 O �3a 1 CO County Tax Map DT.W t 1000 S—tl- 115 BRWa,11 Lot 5 1 L \p 6 22.1' PRAM f / I <.? FMAEP PSURVEYREPARED Y ;2004 I LJ !f apt AO TN nK i Ot�\ i Record of Revislom r S.a;y p L 1 .•,; C_: 4- RECORD OF REVI5ION5 DATE e�' loo >r `y QJ 13 i p 1 i aloHl:uQu I4 T �1 a•• �.-A FINAL SURVEY MAR.05,2010 �a GENERAL AMrNTS MAR,I'S.2010 1 EUIt M� on3T1T' 4Ot�� e�I�y ► N ! '--- - _ - Jf� ADDED 5ANITARY 5Y57EM t WATER SERVICE JULY 01.2010 1-13 1�{�O`ff`GG�� �rO ,\\fitrGh`�tdy�\t► ►rl 7 I `SII ate/ ; v e� 40 O 20 40 80 4a - LAJ �r >Vot ,ansa Lo\S� rf t ] Q za1e: 1" = 40' Geo r me`e� i f IOB s•2010-004 Dwb ( OF l r 1 E1. MON>'I£NT SET ■ MONIMENT FOUND STAKE SET A STAKE FOUND ++ /� I r REScheck Software Version 4.6.5 Compliance Certificate Project Hofmann Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type- Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1020 Meday Avenue Kyle&Carol M Hofmann Robert Stromski Mattituck, NY 11952 44 Sanford Place Stromski Architecture, p.c. Staten Island, NY 10314 P.O. Box 1254 Jamesport, NY 11947 (631)779-2832 robert@stromskiarchitecture.com compliance- 12.4%Better Than Code Maximum UA- 394 Your UA. 345 Maximum SHGC- 0.40 Your SHGC 0.22 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Areacavity 'Cont.or Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,732 30.0 0.0 0.033 57 Wall 1:Wood Frame, 16" D.C. 1,372 21.0 0.0 0.057 61 Window 1:Wood Frame:Double Pane with Low-E 248 0.270 67 SHGC: 0.21 Door 1: Glass 59 0.320 19 SHGC: 0.23 Ceiling 1: Flat Ceiling or Scissor Truss 770 30.0 0.0 0.035 27 Ceiling 3: Cathedral Ceiling 453 30.0 0.0 0.034 15 Floor 2:All-Wood Joist/Truss-Over Outside Air 509 30.0 0.0 0.033 17 Wall 2: Wood Frame, 16" D.C. 803 21.0 0.0 0.057 41 Window 2. Wood Frame-Double Pane with Low-E 44 0.270 12 SHGC: 0.21 Door 2: Glass 39 0.320 12 SHGC: 0.23 Ceiling 2: Flat Ceiling or Scissor Truss 263 30.0 0.0 0.035 9 Ceiling 4: Cathedral Ceiling 246 30.0 0.0 0.034 8 Project Title: Hofmann Residence Report date: 02/28/19 Data filename: N:\SA Projects -ARCH\Hofmann Residence\PDF\Hofmann_RES.rck Pagel of 2 Compliance Statement: The proposed building design described here is consiste t witItheuilding plans, specifications, and other calculations submitted with the permit application.The proposed building has be n demeet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed i the Rnspection Checklist. 2-611 Name-Title Azc�1- fcf Signature Dat Project Title: Hofmann Residence Report date: 02/28/19 Data filename: N:\SA Projects-ARCH\Hofmann Residence\PDF\Hofmann_RES.rck Page 2 of 2 2�f NC -TRUSS JL4 �j=- <�. ..... / i / v r P.O.Iit7;`ti 1254 rANIESPORT,NY 11947 I T7_1 lr'17T T 10 0 M_w_" Dj_1`1'wy`" AVh MAIT .1u ('.-�.,K, N __"WYu` Rj_�%, y FE PHONE(631)779-2832 FAX(631)779-2833 C iNA IC AN A 14IC 5I _SERI L TE x SUBJECT TO DAMAGE FROM - , IGF S 41RD a � �/, � ! t I GROUND WIND SPEED TOPCX;RAPWIC SPECIAL WIND WIND--�F SEISMIC WINTER DESIGN UND AY��� FL I. ALL CONSTRUCTION �L CONFORM To L NEW YORK STATE, COUNTY AND LOCAL BUILDING, � P);�'C Ir '( a ..L T S%W LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN TErPERATURE HAZARDS ZONING AND LE�NERGY CODES AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. � § � �.. � J -T i» ? u' i,,. { CATEGORY WEATHERING FROST LINE DEPTH TET METE � DELAY REQUIRED r � G I S:, E • 2, ALL PL,UMBINNG AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND L.CCAL CODES AND �'" $� �"`� "I r, ,�r� 'r� •"`� \' ..,� .�.., ° MODERATE 3 :�i..l°,�"rs! To r �y "'�E, C R1A1 � 1-\� l �i 1rr; J 25 t YES YES 1 B SERE TO HEAVY i DATE IS YES N/A SMALL BE INSPFC.TED AND APPROVED AS REWIRED. � � � SSC C�1rn j�R`ZJ� 1. F`1_1 � �:i) -_ 3. THE ARCHLTECT°5 APPROVAL APPLIES ONLY TO Tills PLAN'S STRUCTURAL CONFORMANCE WITH '' ►'"PLY WITH ALL CODES Ot S "tRS�I�C`� Gp�� ,, J; a �. .?�:, (�,t THE NEW YORK STATE BUILDING CiSTRUr'T1O4 CODE. THF OR IS TO VERIFY ALL �° ' Gnl�, ©�+� n WN CODE CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL B� RFSP01,61BLE FOR � ��„ °� �� � � i (VFW YQRK STATE &TO •.T . . "ABLE 0 CON� NTSLOU AREAS ED ADDITION SAME, . '' /� .e EQUIRED a. FE^1^I P (,� I•: .' , 1A PteAte.._._ � , „ ,_Yf-f k AS co,,� COVER - PROJECT INFORMATION FIRST FLOOR SC,NUARE FOOTAGE - 1,2' 1 57T'. T. 1,629 507. 4. ALL FOOTINGS SMALL BEAR ON UNDISTURBED SCdL, I TORI pe CAPACITY MINIMUM. '. � � �� § � ""'""" � 1 ST;;!'"-1-'„• :"I r"'i T TC A-I - FOUNDATION PLAN sFLtD FLOOR SNARE FOOTAGE - -- SOFT. Wit. SOFT. § k:1 '.: ��� °r TO�."�PIAP . f ► sl INT A-2 - FIRST FLOOR PLAN TOTAL LIVING AREA - 1,2411 F1. I,C fir. 2,279 SIFT. 5. ALL CONCRETE SINALL BE 3�O psl AT 25 DAYS MINIMUM. f�� SSS AND GA?ACE SLA$S ,��' � �: J. SOOT _ ^ A-3 SECOND FLOCZ t ROOF PLAN ESDECKS 6zI T. 226 SOFT. 295 SOFT. SWAL.L BE 3500 psi A T 25 DAYS MINIMUi i �' � 4 � V ✓ rT t;�_ � rA-4 - SFCTIC7NB , SRg���NTRU ;7C fi";ye;'':? �r i �:t�i'!;�I ' I A-5 - ELEVATIONS 6, ALL. STRUCTURAL. LUMBER TO BE W,*LA5 FIR LARCH, NO, 2 OR BETTER. E-IX,C� PSI AND � � f Pro �osec� f�c�e�ltlozx I"c3t': W-1 - DETAIL WAIL SEC AND !LEVATiC ' PRCI�TI� DTII EQUIVALENT TO MER SIZE. A1J. GLU LA"i BEAMS TO HAVE AN Ei,IT1,C Psi AND AN y y 5 N12, 30 psi, ALL LAMINATED VENNR LUMBER HEADERS AND BEAMS TO WA�tE AN FSI 0 Psi b W-2 - TABLES, SCZ1M3Lf1J AND DIAGRAM 130 t"PH WILD ZC MD AN #'L�2,6 psi. ALL PARTICLE STRAND BEAMS TO 14AVE AN E-2,x,000 psi A`4D Aid Nb-2, psi , INFORMATION TAKEN FROM wO.Xd FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - , � a� .*� FAMILY D NEL L1NGS 20La EDNTIC °) 7. I SLE ALL JOISTS AROUND OPENINGS AND UNDER ALL. PARTITIONS RUNNING PARALLEL TO TWE � s ;''�� �9 � �,, o an �. ,� � ` �I N LOADS DIRECTION OF THE JOISTS OR AS INDICATED ON PLANS. 6 I ny 5 .•t \ 9, ALL TABLES, FIGURES, AND SEC T I(NN a REFERRED TO BELOW CAN BE FOUND ON sides S � � 6. ALL HEADERS OVER DOORS AND WINM45 SHALL BE 2-2'XIO' 0 4' WAIS AND S-2°X10° 0 6° � USE LIVE LOAD CL•B1S�r.] DEAD LOAD CLB/SQFT.l W-1 AND W-2. y^p� ° „ �. I: 1 . � � Residence WALLS OR AS DESIGNATED ON TIME PLANS. ALL OPENINGS OVER 45 PROVIE DOUBLE KING AND 6Ct iC1 I. FLOOR AND ROS D1APrNRA' uRACING REO'JIRED, PERPENDICULAR BLOCKING AT 4'-0° DOUBLE JACK STUD EALH END. : ,� � �'a»� � EXTERIOR BALCONIES ', $ INTERVALS (MATCHED WITH FLOOR EDGES) MUST BE PROVIDED W1TH14 TWE LAST TWO � NO s 9. PROVIDE 3'6° HIGH RAILINGS WHENNEVER DECO OR STOO'r S EXCEED 30' A VE GRANDE. RAIL[% n DECKS �3 BAYS FLOOR AND DFCIr: S,N ET W-i DRAL�IlNG 3. ISTINx F' ,"� :":._ SHALL BE 8111LT sE3 As NOT To ALLOW THE PASSAGE A 4' sPiCERE THROUGH ANY �i.';NG. rt. L.E 11 Jti -,r', "-:,:i 7FICATION PASSENGER VE41CLE GARAGES � l0 DECK TO BE 2. UPLIFT G€ �"LECTIC SREQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTION. � � EXTENDS � � y � L.� �.r�� CONTENT BEFORE ATTICS WITHOUT` STORAGE !a IO PROVIDE 1-11.4' X 20 GALE METAL STRAP FASTENED AS PER S1tEEr W-1 TABLE 3.4 AND ICI.PROVIDE DIRECT WIRED � DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. � L T N�F. � � v WIWAW � 'i,'FICATE OF OCCUPANCY ATTICS WITH STORAGE 20 10 DRAWIMS ON SHEET W-2. PRC3VIDE CAi2PCJfd MONt 1D DETECTORS a AS PER LCX~A'_ REGULATIONS. � � � � ��w���-� . r ROOI"i5 THAN SLEEPING ,¢ 10 3. LATERAL AND SWEAR iIIN',�. CO LECTIC NS M1LST BE IN ACCORDANCE WITH "ME L1. PROVIDE 515° TYPE 'X' GYPSUM AR 3 AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS y"'d k :­-", DER_ USED IN U1/I TER NAILING S:W 3ULES OF SWEET 1rN-1 TABLE 3,4A BAA. I � � ���y��� � � x v� t.. .'r., <. SLEEPING RG�3M5 1O _ REWIRED. ', .yy.: x} ,� ;1^; j SYSTEM CLI Nf��OT fO 4. HOLDLOwN AN C_WOR5 TO BE PROVIDED AT THE CORNERS AS PER FW,4DATION PLAN 12. WRITTEN DIMENSIONS TAKE PRECEDENT O�`ENZ SCALL. '� _ '.� 16r-q� � ,�,k,,, :XCEEfa 2110 OF 1% LEA D. STAIRS SHEET A-2 AND SWEET W-i DIZAA 2. ANCHOR .TS ARE EMETDIDED IN TIME 13. ALL °USP` HAND TO BE ATTACHED W1TW MANUFACTURER sPECIF11uD FASTENERS. PROVIDE < GUARDRAILS AND HANDRAILS 200 10 FOUNDATION AND BROUGHT UP TROUGH TPE BILL PLATE. � � S P(_!jIv, A��.OPRIATF GOATEE) H:ANiC�Elta 1°NNNEi4 USED IN CONNECTION WIT1N TREATED MATERIAL. . t °*�. EXISTING .,,NGLE l 3 1p.'`�, GUARDRAILS IN-FILL COMPONENTS 50 1O 5. R WALL AND FLOM SH-J�THI"G FASTENING SCHEDULES ARE PROVIDED ON t.�'4EET ' PR T� �. STORrr i4{E � A..!_PLIJ'1ajNfG 1n,,n�:;1� IOZO Meday Ave. ' 14. PROVIDE C(NT INUOJS FIRESTOP AT ALL CONCEALED 5. .A� IN WAL.I..S AND BETWEEN FLt STORY TWO! � 1241 S.F. W-1 TABLE 3.1, 1,0*d"S S.F. "- ° �_ Mattit ck., New York FRE ESCAP=E 41) 10 SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 10'�q � � ' �� r �„ �✓ � T�,,1 Q E._i=: ,;,'- r_, ,•,. 6. ROOF CLADDING AND WALL CL. DDING TO BE FASTENED AS PER MANUFAGTURsMS VERTICALLY 6 10-0 HORIZONTALLY AS DESCRIBED IN NY5 RESIDENTIAL CODE SECTIONS R02.8 � � � � � � 1 � � A � ; S<C.T.M.11, 1000-113.-11-S SPECIFICATIONS. AND R502.12. WALL LEGEND ' SHOD D REVISIONS 7. RIDGE STRAPS ARE TO BE PRWIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THF 1S• ALL. ITEMS NOT SPECIFICALLY L15TED AS BEING RETAINED FOR RE-USF ARE TO BE RIS UPPER 113 OF THE ROOF FRAMING, STRAPS TO BE FASTENED AS PER.TABLE 3.6 ON SWFFT FROM THE PREMISES, EXISTING WALL TO REMAIN w-2' i6. ALL ITEMS LISTED AS BEING RETAiNED FOR RE-USE ARE To BE REMOVED IN SUC11 A WAY AS �`"" � �y � A.. t �"o� k5 x o ° 5, ALL STRAPPING CAN BE INSTAiiM OVER SHEATLNG ONLY IF THE FASTENERS IDENTIFIED NOT TO DAMAGE OR OT14ERWISE RENDER T14E ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS -_-_�-- EXISTING WALL TO HE ism W1 SWEATING IN SIZE AND LENGTH BY THE DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY HEAVER AND/OR Ct3o'STRITid. IN THE NAILING SCHEDULES ON 5' " W-2 ARE IN NEN 2° X 4° WOOD FRAME WALL WIDTH OF THE SWEAT NG 0.STRATE DEM USED. ,�} 17. TWE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALT- BRING ANY D1SCREPA3,'CIES � NEW 2' X 6' 1NG121~i FRAME w411. TO TOE ATTENTION OF VE: C�TNER ,A'dD AT�GZIITF�1 ✓�IOT2 TO STARTING Gf��a CT!H�. TZIF � pP � ED y t � k � g °r' n [�('"�� � LOAD BEARING WALLS AIR BARRIER AND INSULAIM INHALLATi�01_ CONTRACTOR WALL ASSUME RF.SPONSIBILIT i' FOR FIELD CHANGES WHICH VARY FROM IVE A/C CONDENSERS i l� GENERATOR ,. 'd.D ' CONSTR.IGTIONN DRAWINGS W14EN WRITTEN PERMISSION FROM THE ARCRTECT HAS NUT E'er �` 1 �!% /D NEW P.C. CONCRWALL •T TE WA ,ABL E R402.4.I.I OBTAINED. FIRE BRICK 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE TOE S",WCTURA.L � � tiice INTEGRITY OF THE EXISTING STRU�.TURF LDUR1%. CONSTRUCTION. S STANDARD BRICKAaR BARRIER GTZITEREA INSULATION INSTALLATION CRITERIA I DROPPED MASONRY - _._ 19. TIME WNdTT CTC 514ALL PROVIDE A CONSTRUCTION FENCE To PROTECT THE AREA OF A CONTINUOUS AIR BARRIER SHALL BE INSTALLED EXCAVATION AND �?4STRLlGTION. INN THE BUILDING ENVELOPE. 20. 114E CONTRACTOR SMALL PROVIDE ADr.3 ATE COVERINGS TO P EVVW WATHER .ENTRY INTO TML± EXTERIOR T14ERMAL ENVELOPE C04TAINS A AIR-PL RJIEABLE INSULATION SNAIL NOT BE USED EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION QRL:AS FROM GENERAL Rr J11±L31EMSCONTINUOUS AIR BARRIER, AS A SEALING MATERIAL. DUST" WITH PLASTIC TARPS. � 5041EL 0 A$T3 ' /iA INNS BREAKSOR JOINTS IN TIME AIR BARRIER SMALL BE SEALED. 21. PRIM TO START OF WNSTRUCTION, THE: OWNER AND CaMACTOR %IAL.L DECIDE" CIN AN ACCESS POINT TO THE: SITE AND WERE O4 THF SITE TO STORE MATERIALS. THE CO`TRACTOR � � (� A.D. ASH DRQ THE AIR BARRIER IN ANY DROPPED SHALL REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. A.F.F. ABOVE FINISIN FLOORCEILING/£ "FIT ;SHALL BE ALIGNED WITH T14E BM. BEAMINSULATION AND ANY BAPS IN THE AIR PARRIFT� THF INSULATION IN ANY DROPPED CEILING/SOFFIT 22, THE PLUMBING CB�LTk'ACTOR IS TO DATE.AND DI a'NECT ALL SUPPLY AND WA--TE LINES BRG. BEARING CEILING/ATTIC SHALL BE SEALED. MALL BE ALIGNED WBTH TZ1F AIR BRIER. AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THRO.I.GINOUT' THE REST OF � CA. CEILING JOIST ACCE55 OPENINGS, DROP DM STAIRS Oil KNEE T'HE HOUSE. ty `v G.F.M. CUBIC FEET PER MINUTE WALL S TO UNCCNDITIM. ATTIC SPACE '� �� 3 AI • ' , CLD OS CLSHALL BE SEALED. 23, THE M.ECTRICAL CONTRACTOR. 15 PZSF09515LE FOR THE REMOVAL ANBD/oR s' EDCA'TION OF � � � � � �t GGNL, CONCRETE CAVITIES VIIT44IN CORNERS AND HEADERS OR OUT ELECTRICAL WIRING AND FIXTURES AS P JIPJD. J FRAME WALLS SHL• l BE 149JLATLD BY � G.M. CARL MONOXIDE DETECTOR 24, IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A SITUATION 1S WALLS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY w1TI I A E��, ED WHICH COULD NOT BE DETERMINED PRIG TO CO TRUCTIO'd START TINE1d THE GC CAI"iITILF PLATE SHALL BE SEALED. MATERIAL WAVING A TZIERI`IAL RESISTANCE OF R-3 GG�TCTr SHALL NOTIFY TWE ARGWITFC.T FOR AN INSPECTION AND CkLANGE INN CC45TRUGIION D. DRYER THE JUNWTION OF T14E TOT' PLATE AND TWT;. TOS' PER M. MINIMUM. DETERMINATION, OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR T14EWAL ENVELOPE INSULATION FOR � g D.M. `�WUN4a F FRAMED L�,A.L.15 SNAIL BE INSTALLED IN DIA. DIAMETER KNEE ILLS S1 BE SEALED. 25, T14ESE DRANINS AND SPECIFICATIONS WAVE BEEN PREPARED BY OR UNDER TWw D• IGriOk C D,J. DECK JOIST SUBSTANTIAL CONTRACT AND CONTINUOUS THE UNDE IGNN AN'D TO THE BEST OF THE UNNL��IGNdED'S KNOWLEDGE, INFORMAT0,N AND �`""�"° (� DN• DOWN ALIG?M1`1ENLT WITH T14E AIR BARRIER. BELIEF MEET THE REQUIREMENTS OF TME KEN YORK STATE ENERGY C W VATION CODE. � '� l�--J DW. DISH'WASWER WINDOWS SKYLIGHTS THE SPACE B�' �° wINN JAWS ANO 26. ALL FLJTC14 BEAM TO BE T14P �LTED WITH TWO ROWS O 3//i° DIA. BOLTS @ 24'O.C. , FAA. FRESH AIR INTAKE r .� AND TSS FRAMING, AND SKYLIGHTS ANND FRAMING SHALL W IZ. STWERED TOP ANND BOTTOM, CENTERLINE OF BOLTS 2° IN FROM TCP AND P�OTTOM OF �� x SLf�j FDN, FOUNDATIONF.D. FLOM BE SEALED. - SEAM. y , F.J. FLOOR JOIST RIM JOISTS SMALL INCLUDE THE AIR BARRIER, RIM JOISTS SHALL BE INSULATED. , � , ° ° � fP.S.G. FIREPROOF, SELF-CLOSING 1NCx RIM JOIST a 27, TRU, ,ST SIL.ENNT' F'> SY a T EM TO BE INSTALLED INN STRICT C rORN°1AN'l E FTG. FOOTI1 aFLS FPAMNNLG CAVITY INSULATION SHALL BE MANUFAG M URS SPECIFICAn1 961 . ALL JOIST HANGERS SHALL BE COMPATA.BLE TO J0I5T . FXD. FIXED Nn CONTRACTOR TO OBTAIN JOIST LAYOUT FROM "MUSJO`:.ST' PRIOR TO START ART OF COISTRUCTIO�N. INSTALLED TO MA rNTAIN PERMANIN•.T CE NTRACT GALV. GALVANIZED WITH TINE UNDERSIDE OF 50FLOOR D15CYIN� y GL. GLASS FLL FRA�i1141a CAVITY INSULATION SHALL PSI 25. IF ANOTWER ENGINEERED JOIST MANUFACTURER Is USED. TINE COMPANY MUST IIWE TWAT N.S. HOSE BIBB FLOORS (INCLUDING THEIR PRODUCT MEDT a OR EXCEEDS THE DESIGN CRITERIA'S USED 13Y 'TIrUBJOiST'.C�'A.CTOT2 ABOVE CASE AND TWE AIR BARRIER SHALL BE INSTALLED AT AN',Y PET L"111TTED TO BE IN CONTACT L�I1T1 L T1 IE TOP H.G. 44°ANDICAPPED IMPOSED EDGE OF INSULATION N. 51DE OF sHEAT1�M, OR CONTINUOUS INSULATION TO OBTAIN 'JOIST LAYOUT FROM TWE MANUFACTURER PRI` TO START OF CONSTRUCTION. HDR. HEADER CANTILEVERED FLOORS) INSTALLED ON TILE UND ?SNDE OF FLS FRAMING �! METAL >. 29. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE t7sL IERR AND PROTECTED 1 DAMAGE N.M. WOL.L El AND �$D FROM TW,. •O`1 TO THE TOP OF K.S. KITC14EN SINK ALL PERIMETER FLOOR FR:AMINNG MS S, BY WEATHER ANMDIO CC�aTRI�TIt3NN. / � � � ' LAV. LAVATORY �. C L' O L.G. LINEN CLOSET EXPOSED DWR IN UNVL= TED COWL SPACES WHERE PROVIDED INSTEAD OF FLS INSULATION, 30. ALL MATERLALS TO BE REMOVED FROM TINE PREMISES ARE TO BE DISHO ED IN MECW. MECHANICAL SMALL BE COVERED WITH CLAWI VAPOR INNSULATIOd SHALL BE PERMANENTLY ATTA04ED ACCORDANCE WITH TWIT RFDJIREMENTS OF THE MUNICIPALITY IN W14IC14 THE PROJECT 6 LOCATED. � ry� MIN. MINIMUM CRAWL SPACE WALLS RETARDER WITH OVERLAPPING JOINT$ TAPED. TO TWE'CRAWLSPACL WALLS. T �A MAX. MAXIMUM 31. IF DURING T14E COURSE OF C04STRUC-TION A SITUATIONS 15 ENCOUNITERED W14104 CaL.D NOT BE DETERMINED PRIOR TO CON JJCTIONN START THEN THE CONTRACTOR BHA,LL WnFY "4r ML DG- MOULDING DUCT SHAFT'S, UTILITY PENETRATIONS, ANND FLU$ n 3 r � f / � Copyright 201.9.S"TROMSM architecture.,p.c.Ali rights M.O. MA50WY C ITNING SINAFTS PI?4ETRATIONS SHAFTS OPENING TO EXTERIOR CR UNCONDITIONED ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION, y��yam,� � � � reserved.The Architect reserves the a�ht to teproduce this N.I.G. NCTr IN CONTACT t SPACE -#ALL SEALED. "��" '; y c3rsip in its rntiarey or any portion 0i."ftiF.Unauthorirrx? alteration of these documents k a violation of the New York O.C. C"aN CENTER 32. G�CTOR OR OWNER IF ACTING AS GC�'�LT ..'TC��' S'IALL. GALL, 'N'vv"�, �� r O.W. OVERHEAD BATTS IN NARROW CAVITIES 5 4ALL BE GUT' TO FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANT E.XCAVATIO4, " � State Education Law.'Thene drawins and speafreations are P.G. POWERED CCC CRIT LE FIT OR NARROW CAVITIES SHALL BE THE (UTILITY CALL CENTER - CALL BEFORE YOU DI z) NUMBER 1S M' y: an in ertmzcne of service and are the property of the Archie•t NARROW CAVITLFSy R. RISER PER.MANENNTLY ATTACHED TO THE CRAWL.SPACE 1- -272-4 O, ADVANCE NOTICE OF 2 TO lO DAYS MAY BE NECESSARY. � � /"# These drawings and sprcifitarinns are not toy 1>e exscri nn any' �• y a, yy y other project .xtept by writterx permission of the Ardikect. RAD. RADIUS WALLS. 4 t,'� y� �� REF. REFRIGERATOR RFINF. REi1�rFORGLD GARAGE SEPARATION AIR S1AL1N4G SHALL BE PROVIDED BETWEEN y� RF. RESILIENT FLOORING GARAGE AND GC�ND1TBOdED SPACES. � ` " A §5 �r"t ti 6 I�I�C�jt:C.`I'NGa. I8-AROtn y,� .; o �:.a SCALE 2/27/2018 R.R. ROOF RAFTER �,: �. B.D. SMOKE DEi I CTOR RECESSED LIGHT FIXTURES iNSTALLED IN THE RECESSED LIC 4T FIXTURES INSTALLED IN TWE _ y � �/ � �S SN. t PL. 54ELF 0 POLE RBCES%ED LIGHTING BUILDING THEZMAL Di'VELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR � � � �� �� � � � � �' � � '. � � � DRAWN BY TLD r,II1iC:ICI3l:)Nil' Rs SHWR, SHOWER TO THE DRYWALL. TIGHT AND IC RATED. SOFT. SoUARE FEET S.R. SINGLE AND MULTI-STATION ST" E ALARM TO BE BNTTEZOO'NNECTED AND HARDWIRE« "y�y '„ „ TITLE TVG TONGUE B GROVE BATT INSULATION SHALL BE CUT NEATLY TO FIT T.G. TERRA CO A AROUND WIRING AND PLUMBING IN EXTERIOR C.M. CAW-0-11 MO�DXILDE DETECTORS S14AL.L BE INSTALLED AS PER MANUFAAC`TURMS SPECIFICATIONS ANT)) WARE) WIRE) � � Cid TEMP. TEMPERED A55 PLUMBING AND WIRING WALLS, OR INSULATION THAT ONINSTALLATION � y , T.O. TRIM OPENING READILY CONFORMS TO AVAILABLE SPACE E44AL L � TYP. TYPICAL LDCTEND BEHIND PIPING AND WIRING. ® WINDOW DFSI�NAT1Ot, TEFF WINDOW SCHEDULE) � W.F. VERIFY IN FIELD , . L tT FRIOR WALLS ADJACENT TO SHOWERS AND � �" �. �`C���;�� W. WASHER THE AIR BARRIER INSTALLED AT EXTERIOR WAI.l,S DESIGNATION (SEE 1 SCHEDULE) y ;� W.C. WATER CL.O:SET S1•OWER/TUB ON ADJACENT TO SHOWERS AND TL95 SHALL TU SHALL BE INSULATED. �' � � � Information�"" WD WOOD 1 SECTION MARK (TNN/rsil T) , . �9� �x 3. rev EXTERIOR WALL SEPARATE` THIEM FROM THE S11ER5 AND TJX. W.F. WATER I'MITAIN �, THE AIR BARRIER SHALL BE INSTALLED BEHIND DETAIL SECTION riON MARK (ED'�15l=FET) ' `¢ �k W.H. WATER WEA ER PC, y W.I. WALK-IN ELECTRICAL/MECTRELECTRICAL/MEL IR ECTRIGAL OR COMMUNICATION BOXES OR Cid EXTERIOR i RICK wA1J S ALR-SEALED BOXES SHALL BE INN5TAL.LED. DETAIL D INNG MARK (DING#/5 4Z-ET) W.W.F. WELDED WIRE FABRIC WAC REGISTER BOOM TWAT PENETRATE A ' HVAC RTGISTER BOOT5 BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUMCOR OR DRYWALL, N 0, y WHEN REWIRED TO BE SEALED CONCEALED FIRS ° y SHEET SPRINKLERS SHALL ONLYBE SEALED IN A MANNER THUAT 15 RECOMMENDED BY THE MANUFACTURER. CALKING OR aME R ADHESIVE p OPOSED A D I T /F%&_0 N,4 F 0 R/Ml_ Ile" CCDRNCL ALED SPRINKLERS SEALANTS SMALL NOT BE USED TO FILL VOID BETWEEN FIRE SPRINKLER COVER PLATES AND CU V 1z;1 WALLS OR CEILINGS, SITE PLAN A-1 PROPOSED ..y LU UI < P.O.BOX 1254 TAT E1 SPOR.1',NY 11947 1)-. PI-TONE(631)779.2832 FAX(631)'779-2833 E 1.3..1 3 EXISTING BILCO DOOR ENTRY Proposed Addition For: s Hofmann Residence EXISTING 9 Y' x 5 X' LAM HEO 42 EXISTING DECK DK, ::I C A FRAMING TO REMAIN A-3 1020 Meday Ave, DRILL 3: GROUT a 1 (' EXISTING BASEMENT WINK! TO BE Nlatti.t�xcl�, New York 12' VERTICALLYUT W3 CENTER R.�{��'ED AND OPENI�TO BE USED FOR S,C.T.M.## 1000-113,11-5 CRAWL SPACE ACCESS PERIMETER OF E_ 3_e - -- - --------; ''-1� ���#----- E ' �`-"' _ EXISTING DECK A� - -- ------------ ---------------- ---- ------- - --- -— '- 1�_EVISIONS ALIGN EXISTING DECK PROVIDE. ,05T HANGERS FOR FRAMING MTF# NEW ALL .FOISTS WIT14 FLUSH O _. CONDITION. -------- :',-_-_-F-A- -----12' VERTICALLY ON CENTER - -- E-tISTIGEXIST1PG -2' PROPOSED MICI � t o OLAM LVL LEDGER E A ~O' LEER BOARFASTENER WIC .......................� - .. ..... -4- _-LAG F-23/5 DIAMETER T5 . ..._ 'i MD ire T STAGGERED TOPOM �3 F-2` ux tEt EVERY 32' TO EXISTING IBX j ! ZAZ BEAM +� , -3R A-3 ^2 Oil 21x6' ACO D.J. 12 O/C --------------- - 3 F-2 o F-2 i I it LINE OF MALL 'xf' A�� 2'X12' A STAN' I I FOOTING i D J. @ 12 DOG 5TRI%ER 12' O/C ', ... ...;. ..; " 191 I iLN -I--- - F-1 [F-1-- - _ F-2 Fes, _ _ : (2) 1 Y4" `1 _ - - - - F-3` "- ACQ t STA �? LINE t3FGO .UMN _y$_............... ..... STRI 0 12'1 DOG sk 12 '� A � FOOTING PERIMETER OFD SE 1 PRMDE STEEL COLUMNSERM25 CRAWL � F--3, - `' I SPC I ...................................... .... ... ..30 WITH 4'x4'x V COLUMN CAP ': ----I 2' PARED NC. RAT SLAB R .. -.IEq � PLATE. �' sALL COLI MN a TO BE RATED ( n FOR 101 M1N. LINE OF WAU: -- -� - c� ! FOOTING R: I j e T ! i I AL i A-3 - _ „ G ALL AM LEDGER BOARDS FASTENED WITH 3/0' DIAMETERSFAia PROVIDE � HOLD LAGS BMTS STAGGED TOP AND 6'-1I" 17'-2' &'-11" 1 0415, 5TTOMEVERT 32' .......... _ .. ............. ...... % ................ ................_ .......................E.... ............----------- SEE DETAIL 11415 SWCEI, TEP._ ... 3I-t1' *.L n � A-i PROPOSED _.. 1 �+It Copyright 2;019.' IROMSKU architecture,p.c.ASS rights reserved.The Architect reserves the right to re1+r(xiuce this FOUNDg� g E 3! ( �� desi y in itv entire. or an onion thereof:Unalithoriaed ATION ION COI 5 UCTIO ' �'�/^� y,y�^ SCHEDULE WALL LEGEND: alteratian of thr<e dnteam nips is a violation of the.T.Tewc Xoryfi TYPICAL r�y�j L� g j^p y yp,��! DETAIL: �-A ! L/4J�I I i 7 = Stare Education Lavv.These drawii,gs and spec cations are I I I f 4 CORNER T"1 4 L/LJd Jb c l°€ L/ (H I 1 (` 2' ' A SILL PLATE WITH PLL SEAL COLUMN F I an instrument of service and are the property of the Architect. s -R-TEX' TERMITE SHIELD other drawin a andspecifications wttnpare not rxa be used on any FISTING 'a�L4LL TO �EM'A1P� other T(5 PC7 except t b written CST111.SSigAl(7f the AACI71tef't. OUTSIDE CORNER C NDITION 5/8' ANCHOR BOLTS 0 36' CEHTER MAX, AT EAC14 510E O EVERY F-I 8' DIA. DEEP WO REBAR ---- p i P Y p. CPEN!z WITHIN 0 TO 12' OF T14E END OF E/CH PLATE AND WIT 4IN 12' F-2 12 DIA. x ' BEEP PIER ____w EXISTING WALL TO BE � Puoj;(,-1'N0. I8-AR018 OF EAC1�C�3RNER. r F-3 i2' DIA. x ' DEEP PIER I NEW 2' X 4' WOOD FRAME WALL I_3 f PWADv PDLDDOW AS PER. SHEETS W-I AND W-2 F-A 16' DIA. x36" DEEP PIS SCALE: 1/4"=11-0" DA n. 2/27/2018 '..........f.... NEW 2' X 6' WOOD FRAME WALL 12' BLOCK Ga1�C§�;1�~I•E FOUNDATION MALLS F-5 2A' DIA. x ' DEEP PIER ...... { , 12' X 24' POURED C0 CRETE WALL FOOTING (WITH KEY PAY DONT) a I ' E LOAD BEARING WALLS 3a1cA�vr*r 33v TIS) crlrClcan By Ix� - - PROVIDE (3)* REBAR GONTINLMS IN ALL 12 x2A FOOTINGS W/ RAPE `' ' ' COLUMN FCS"I"I�w°GS 'I O 1 %, X 9 V I.qE LVL GIRDERS {SEE PLP-4 FOR NUM5ER OF PLIES) T"AVE (3) #4 REBAR EACH MAY � NEW P.G. CC :R TE WALL -- 3-1/2' DIAMETER (10, GAP.) STEEL, COLUMN W':TH 1/4' COLUMN GA TITLE AND BASE PLATES FIRE BRICK 24' X 24' X 12' DEEP POURED CONCRETE COLUMN FOOTING FOUNDATION WALL FOOTING 2' POURED CONCRETE RAT SLS -12°x24" WALL FOOTING AROUND � STANDARD BRICK ( 'ANDERSEN' BASEMENT WINWAPERII�I PERIMETER W/ KEYWAY JOINT. (3) t� DROPPED MASONRY DAMPR FOUNDATION BELOW GRADE E >? R C '1•II��,10.lS �1�t,1.�3t��,� .f.��'1 INSIDE Ct�NER MDITI�,' PROVIDE BOX BEAM TO 51LL PLATE CG°4`NECTO " AS PER SMM W-2 RE POURED CONCRETE WALLS WITH (3)1* RMAR TDP AI•%D BOTTOM Plan - -- - -- - °SHEET s ADJUST LOCATION OF CORNER MMDOWN TO ALIGN WITH CENTER LINE OF DMERIOR WALL ABOVE A — - > I i I archi", un I ! ------------._---------------------------------------- P.O.BOX 1254 JAMEiSPORT,NY 11947 F r" PHONE(6.31)779-2832 FAX(63I)779-2833 EX. BEDROOM EEX, DAT I It it EX. BEDROOM , li i 1� 9 I �• iI I r ; I Proposed Addition For: EK BE Hofmann I I ® - Kes 1 e ce -- -- -- -- ---I .. ... .. r lLIN REQUIREMENTS, _4 - I -- ); -GUARD RAILS ARE REQUIRED ON MY DK4��MCP i WHEN TWE DISTANCE FROM FINNISH DECK LEVEL.TO I GRADE BELOW EXCEEDS 30' IN HEIGHT. ANYTHING LESS THAN 30' DOES NOT REQUIRE A GUARD RAIL BY CC 01E. -- f� -STAIR HAND RAR-5 ARE REQUIRED ON A EST ONE SIDE OF ANY STAIR WITH FOUR OR MORE RISERS. l " " I020 Meda Ave, X J G N __. __ CONFIRM RAILING OPTIONS WITH OWNER. EAT ROOM m C. , Mattituck, New York I ` ;•_ ase _..._ ''+ -- �� "7'AI N "' '' . .,.�".M. 1000-113.-I I S [, EXISTING - -PROVIDE EQUAL RISERS FOR EACH FLIGHT OF STAIRS. REVISIONSVAULTED - 4 1/4 MAX RISS AND 9' MIN TRE'ARD EX. P-ORCH 11 -PRODUCT OF MULTIPLYING THE RISE AND RUN OF STAIR SHOULD BE BETWEEN 70 AND 77 1/2 0 II (4) 2' X 6' SOLID (4) 2' X 6' SOLID (4) 2' X 6' SOLI o IST TYR POST TYR i A-3 Fa T TYP. ; -', - -- = - -- ---- ------- - - ------------- I2-5--- ----- -- ---------------- L -� I SOLID 4'x4" PCT " $ " - -- � -= , w m, r - - — — -- — -- — -- — — -- — --- — - -- --- - -- --- - - -- -- ----- - - - --- ; I : I P.O.$O?C 1254- TAN4ESP0R. ',NY 11947 PHONE(631)779-2832 FAX(63I)779-2833 ' I I ; I I . i I ( I , I I . ; ' jl II ! I - - - - - -- — II I ...... .... - ..... ....... ...... ..... ... 1 I I ...... ...... ..... .._.. -I t...... ----- .... --- ----! I...... .... ...... ...... -- ---- - -- — -- — - -- - ----- --------- -----.. I ; Proposed Addition For: II I ` I I - Hofmann " ! S1 ence II II. II t --- ------ I I 11 ---------------- ---- ----------- -- r — -- — — — — — — -- -- — — — — - ... ..... ... ..... ... .. . _... . -------- LU s it i Q I ) 1020 Meday Ave. I I = Mattituck, New York S.Ca.T.M.11- 1000-113.-I 1-5 R.EVISICaNS I 2'x10° DOUG, FIR 16' O/C - 2'x10' DOUG FIR 0 16° O/C o ROOF RAF'T'ER � R RAFTS A-3 I' 2'x6' D.F. � 16" OIC TEND FLUE AS NECESSARY JOIST DMD S.S. FLUE TO BE 24' ABOVE CEILING - .. . -- - ... .. ....... EXISTING --- ---- RIDGE PROPOSED 0 � / 1 z' 213 yrs x 7 V L:17 1111 1 - ----- .. . d. x -'- (4) X SOLID /'0 ' i R1 ' IN 7 ❑ ----- -------- ---- ! 2 2 •fi a ----- - ---- ------ - MASTER BATHROOM ^� BALCO LyCEPA 1IC TELE ; u- - 5/4'x6' DECKING J _ , ''' , .. - -- OVER AGO 5LEEPE .::_ � B ° ...: C,I"t. (I s 6 C•H. � I r � r f - ---- -a .a ua _ 2) 2x10' 1sD . (2) y x , LVL RIDGE BEAM - - � vAI1LT�D 2"X6' D,J. @ 16'�O/GASTER BEI ;i i GLASS.ENCLOSURE Cr -------------- B w 3"-6 1/2' .... -- .. .............................. F 'r b'-2' 6i m 12=µp 4 3 6 tu . 4 ' 5—4 (� _. cw g 2 11 LVL iLL- - ........ - ...._......- _._. ._....................................... ...... ........c,� �• �_� I 0 (4) 2 X 6 I SOLID ; n POST TYP. E + (4) 2' X 61 50LID ; I Za POST = TOPOF DORM RIDGE .................. ................ ------------- .................................... .......... ...............-------------------- n S R ___h n n _qTj_f110- 79fl i 4 ly� t J, TOF RjIDGE H U OP -------------------------------------------------------------------- --------------------------------------------- r c P'hn t _j 1 iLd j "I j J l I P.O.BOX 12m, fANIESPOR.T.NY 11947 j PHONE(631)779-2832 FAX(631)779-2833 1 F j FL= 9 5n, t1hFIRST FLOOR TOP PLATE 7 j- -T: ---------------- --- ---- FT FIRST FLOOR %a IF ------ --- ii j --------------- Proposed Additim-1 For: ---------- ......... .. ....... . .... .... .... .......... ................... . .... .. .... .......... ------------ -iofmann /-ikcp,ML SPAM SLAB 1V 4 -10'! Kesidence MATERIAL NOTES ROOF CONff EIG-T I_0N 30 YR. AR041TECTURAL GRADE A'TVALT SNINGLE 30 L.B. FELT PAPER ER RIPC I r I T Tj TOP M D= z. l I p-j- ---u- -TT T- TTT T-T- r T T-1— T I -T---TT U-1 I.. ..--l I l ......... ... J,J.,I.. W EXTERIOR GRADE PLYWOOD E44EAT44ING 11_1 I I I J i[!I_ill L (2)1 V41 X q)51 LVL RIDGE BEAM 77 7u 1,1 C i I i a yLLL Jj: 1, I �j AL i 11-ij! 2' X 5' ROOF RAFTERS V 16' ON CENTER ! I I I j r -i I I,:"-: I AMP OF R1 11 1: tj I 11 11 L!I I 'Ll 'U1 j �1 Lli 1 11-1, 1 L U-_Ij_J!EA 1: 1 111 1: i 1j, 11 2' X V ROOF RAFTERS @ 10 ON CENTER X 0 CEILING JOIST 0 16' ON CINTER .J X 0 COLLAR TIES AT 16' ON CENTER PLACED VS OF THE ATTIC . 1jj;[; JIT-1: . ---------- - ---------- -- ----- HEIGHT BELOW RIDGE (NO RIDGESTRAPS REQUIRED) ---------- --- %ING AS RMIRM PROVIDE AILUMINUM FLA, 1 T _T 7- ICEMATER BARRIER IN ALL VALLEYS AND ROOF EDGES -------I------ 12 1020 Meday Ave. RAFTER TO PLATE CONNECTORS LISE 'USP' MODEL NUMBERS RTI OR RTIO I I _11_L::J Mattituck, New York ........ ... S.C.T.M 1000-I.13.-II-5 WALL CONSTRUCTION SIDING mavzx To mm44 fxsrm 'BLUESKIN VPMOR EQUAL AIR 114FILTRATION BARRIER REVISIONS Fj [j 1/2' EXTERIOR GRADE PLYWOOD 54EATI-11% 2' X 6' WOOD STUDS 0 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' :1 lt X 6' TOP PLATE Ji 2' X 6' WOW STUDS 0 16" ON CENTER WITH 2' X 8' %M AND DOUBLE 2' V X 5' TOP PLATE (AS %M ON PLAN) ,-.J *51CCIND FLOOR VJ8 FL= 1021 1/21 GYPSUM WALL BOARD ALL W)MAZ AND CEILINGS (110115TURE '7 V -11" RESISTANT WALL BOARD AT 5A-n1ROOMS) I — ----------------------- 6A1 TYPE IXI GYPSUM BOARD AT GARAGE WALLS AND CEILING ---- -- -----------------I,--- 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOA E, AMP /iNFIRST RDM TOP PLATE ------------------------ ----- ----- - ARC-ON GAS (SEE PLANS FOR MODEL NUMBERS, SEE El"ATIO1,415 FOR GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER S14FEr W-2. j 6 114' ---- FLO—OR CON5TRUCTION IT EAR FLOOR FINISHES AS PER PLAN IT h RISE MAX. 314" TONGUE AND GROOVE PLYWOOD SHEAT14ING NAILM GLUED WN" q' MIN. I V� X q V TjI PRO 230 FLOOR JOISTS AT 12" ON CENTER SECOND FLOOR tjohFIRST FIMR 50 FLOM 777777777 -01 77 ,7[1 ... ... .... EQ_ NPATION C05MCDON (2) 2' X 8' ACO SILL PLATE W1111 SILL SEAL 'COP-R-TV TERMITE SHIELD 5/W ANCHOR BOLTS 0 36- ON CENTER MAX, AT EAC14 SIDE OF EVERY i t- 61CRMUL SPACE SLAB OPMNG, WITHIN 61 TO 121 OF WE END OF EACH PLATE, AND WIT14IN 121 OF EACH CORNER. PROVIDE HWDOW4 AS PER SWEETS W-1 AND W-2 -------- 12' BLOCK CONCRETE FaNDATION WALLS 12" X 24' POURED CONCRETE WALL FOOTING (WITH M KAY JOINT) PROVIDE (3)#6 REBAR CONTINUCXIS IN ALL 12'x24' FOOTIW.S 1 %41 X q V IME LVL GIRDERSSEE PLAN FOP, NUMBER 0:' PLIES) 3-1/21 DIAMETER (10,0= CAP.) STEEL COLUMN WITH 114'COL CAPS 2 SECTION 5mlet 114' 1'-0" AND BASE PLATES _." — — — — TOP OF D"ER RIDGEAN 24' X 24' X 12' DEEP POURED COICRETf COLUMN FOOTING - -- -- -- -- SEAL ­............ --------------- --- 2' POURED CONCRETE RAT SLAB 1q, -ill 'ANDERSEN' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE ����T�Opcf�RIDG J_ ED Ap Er W-2 PROVIDE BOX BEAM TO SILL FLKrE CONNECTORS AS PER WF S ti 2 IN5ULAI12LNO IZ-30 INSULATION WITH WIRE TIES AT CELLAR CEILING R-38 INSULATION AT FLAT CEILINGS R-21 INSULATION AT SIX INCH EXTERIOR WALLS i,! 0. R-7.5 MIN, INSULATION BELOW GRADE WALLS LINEN : I EK ATTIC AJ A11_4 OF N TO P"IN pmp. Copyright 2019.STRONISKI architecture,p.c.All rights reserve te P.Arcbi Lt reserves the right to reproduce this; 65C design in ientireryor any Portion Unaturhori,/ed MI) m FLOOR SM alteration oftfiese docurnents is a violation of the New`fork State Education Law.These drawings and spenifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any FIRST FIMR TOP PLATE ocher project,except by written permission of the Architect. -10 NO. 18 PROTE SCALE I DATE /4"=1_011 DRAWN BY TLD CHECKED BY RS EX. 15 DLIA-UND-El EK LIVING RM Qa TITLE EPRO21 GRFAT RM TO RMN TO MUM W pe" PRMOSID PROM= FIRST FI= 50 r FU=_OOsed Po"_% 01 " �2 Sections MAN& SPACE FRTV5m EX BAHMENT TO MAIM CRAWL SPACE SLAB ------------------ ............. SHEET SECTION Scale. 114" - 1'4' EXTEND S.S. FLOE TO BE 24' ABOVE RIDE �i .. . ' /// iik�? {, _ OP CF DORMER R1 . ' -- -- -- i" ., r _ _ __ «� 0 _,.:-.. ' .. __ 191 -11, 'T'� : " IIS ' t -:I L- -I' j%�; 1., I '. l t,llf T i .;. . 11,t I , 1. :I :1-11 i 1 . , I I II l l 1 J J Ill l / I 11 J l 1 Ilt -' l 1J... ( It I. I. I. I L l I .�.. ;I. -- f "; :. L I` 1`iC T ! . l I. I. >. I,.J: . L : II.. .L r. J I I T_ ..II. C II,I. ,- , 1 I .l. # : , 1 ' !M � .11 I L IJi i,il L l .Ir I' :,tll: i., I. -I - ' -- i.'.1.. IJtI J ,III 1 IJ1J I' ,I:. 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I I r t . , r '- 1 ' IL I. f L L .._[ : I I ' I J ii i �L;_L 4 L rl i - : `, : - T- 1 i i L. l. . . :.1 1. : :..J 1. , J [ �i. T.. ,... i i I i fJ 1. €' 1 1 I I l ._1...1..: • ...I._..I -_ i.-.I :,, I- I_ J I J _ 1 I i 1 [- , Lr - CICij 1 i J J1.. L 4 ;� l ` 1 ISEWND FLOM SIB ELQPR$� 1 ,,J ._1. .. : .I. [ .:'_.:. • f .: -.. i J J .1. I ::I T :I J I .i-7 TI I .. 1 :, [: I - - - I_..i _.IT _ .1._ 1 I . T , # Y.- r -.I I rI' i' il' „ _ r T. L . :I 1 1.1.L 1 1 i t_I 1- C 1 ,L.I I L I I . .J 1' I 1 t.L _ 11 t._.,., L_..: . I I I. I. l.. ,.,...�, J..l C, h r. Ill. I , .._ ... Ft T T T -r . _ i •� L I E4 I r 1'1 _I ..1 iE =I �'` I` I, :!l 1i I i 11 I � '` I : i , rT t! 7 H _.r LLJ I h lit - - t , # l. T .,-...TL,: F .... L. I 1 I; i I . _A ; �T T > ,J I _J; I I1 i 3 li I• ___ I 11_i..T1 _ TLr L -- : • : 1 _ I' fi71 ---------------------- �. .J 1 _ I_ �Ii _ - .. ....". 1 I - TT : ,-: 1 :1-------LLL i:11-ifli : : . �T_. t --- -- 1 - . i' p_ ,, i11 : 1 i J ¢ I _ I f r I r T -;�- II i -J- [ r �_ '_ TL �7. '1 i� 4­7Ii` IE Proposed Addition For: - I �- Y FIRST FLOOR SIM FLWR ` r .I. I- _J- - '- ". I L - . T I _ l L_: TlT.I ...-_ -- J L_ l I [ i _._L . 1 01 -o . I -Ili , ...T.... I,.... :,[ .....:..,.I,..� Z.,:� : .T. ,J.j ..! :....IBJ RZAL_� I : i �:] Hofmann BLDG. ELEVATION NOTES: Residence I2' POURED CONCRETE FOUNDATION ���NDT�S: 1 FR ELEVATIONSi Ifo' - I'-O' ILLS WITH 12' X 24$ CONC:R1 "i'E WALL FOOTIN $ 1 ;. - SPACE SMLAMB � 3l3 YEAR ARCHITECT URAL F'IJaF 5F41NGLE5. A- 30 YE AT All ROS=BREAKS. PROVIDE - -- -- - --- -- - -- - -- -- - «-. -- ICEMATER BARRI5: IN ALL VALL.ETS AND ---- ------ ---- ---- - - - -- -- - - --' -4' -ia' AT ALL Rte �E5 RIDGE VENT - CDW-INUOUS WHERIw APPLICABLE T M 1 -- -- -- -- 19'-11' -- -- -- - ,t .1 I ��:;11 LJ ...-l0 �."a �... I ._! :1 l 1' t �.J :r :1 ` i L 1 I"" ; 1'I I: I t" 1 L I JIl I 4 i i 1 J �T I l GAEL FASGL� N7 5: l jI p p�v� J ,.J [, i 1 ; I-..i L l i-J 1{ _ l J -I 1 J i L J lil. i -, ,: -L # E IioP£- 5,:a II;-,lI_ii i--:i i1 I I1,'�. '-- 1� j - - -- '-it i„- I� �' J�. 1 �•Yi-rll 1 ''.�I -:,�.''':11` `LLQ-..1 ,-'i1 ' •J ---�-r Lil L -' --I ' ., 1 X 8 RAS FASCIA b` Jl.,it L t 1. L.1 I, . ,.Y.I, L, a 1 h. l 1 1 .,C .`Lll ;.,_.....:.. .J .,l...l I LL.,., 2' GABLE OVERHANG l J T I - I T� _ -I_ _,. - 3' PVC SOFFIT TO MATC14 EXISTING J r _': I I5' ROOF SKIRT - ; L L T I :-! ! l 1 I J J 1 [I I l I i�, 1020 Meday Ave. TL_l l I �I ar I'1J�J TC, T[: l . J 1. a l `i [ 1 r[ t :[: JJ `TI �`' ; Matti.texck, New Fork �. 1f.•. t. 1 II �wr 1 �E fT,L __� I[ ]I :_,, _. ,• .!J.i ,w i- :li J ._I T. I.. 1 :-;[ I , , - 1 . ��i` .L.. I 1 1 1 J . •L_..l : I I ,�, S.C�.T.M.# I000-LI3.-II-S A5CF [A, AICD 5 FET t 5: I i J L I -1 i 1-- I T 1 I 1 'iI�C [ 1.. [ :I�. .,:�i;a, I 1_ [ 1 1r,-i y.' j P X �' FACIA i :l- �f I. -��r f1 _ LI -1 _ [r_..T I'-40t OVERHANG To ALIGN WiT14 FMA �S��N� 1 .,. - - _ ! CZE � PVC SOFFIT TO MATCH EXISTING I ; �I I_' 1 �_ r_. 2' C #TINUDUSrFIT VENT L I, 1: ! I. 1 I T: :; 1 J .. �_1 J J J, T T T I T T. [l T Ix4 FRIEZE BOARD I I:_ rL : J i J L T J t [ J 1 I,- IDJ T , ii : :IJ [.' - > 1 1 I 1 111 O a :JI. I •T I I.- �,' -I - I. _ 1 .i - ',, ;i.. J -1 _,.'� I : 0 TE 3 SECOID FLODR, SO FLOOR-0 - [ I 11 L I Iii I 5 tl _ , I I •:i i ._ Jy '. h-,!'` ,I :..,.I.I L ' r. 1 1. 1:_ 1t. I.: :( L i.. :`II L I L :i ;11 I L: t '( .I I. J. ', 1 �, li'' I,,-.- 7 'Iii ,L LL J lif I, I' 'lI J - ViNTL 51DING (STYLE AND COLOR TO L.... L J. „ J BE SELECTED B!'OWNER) L}V£RIT T � I .I -- I : ' : , . .. I .. I..I J .� . J. I PROPER AIR INFILTRATION BARRIER 8 -I0 I I '-1--• . _� .-1 1 , I - _ 1 I I_-.'. L ._L_;,.1__ �_ .J ,.T - I ! I I l �y [ [ I .I I " 1 ' i,..!. 1 J J_1I. J1 1 J t l I I ' ll T [, JLj T 1 ` 1 J [ .,l I I, . 1 [ RAILING NOT =-I 11 1,.T.,.,:, J,. r J l I" I I l I i 1,:.[. ?I I, I 0 I .,1 ) I t I I i . :i . J_ - 3�" HIGH GUARDFAlL TOP AND erTrl �' _ T - .r 1 _:r .T r [. I- I RAIL WITH 5/4' 13ALU5TER5 SPACED I : T T f 1 _ I[ [�l . I L_L , i O J L L L_ 1 [ 1 _ T L1 1 Lr eoNCUM. C CTio ITLING TA SPHERE I U1,11! TI T �I� T _ L ` 1 t �l _ 1 1 ~I i 'i MAY NOT PAW 'T�IRCAJG�I ANY -- ' .:[ I T T I 1 T I I _ ' CENING. T r i _1r.__ r it 7r 1 I _I Q 1 J t.i I ? tl 1 11 L 1L� 1 '- --I' �'' , 1' ._. , Ii-- rT 1r i[ - - I J 7 `r r , r t J - ,>- 1 [[ I' I 34 IIIC HA#�DRddL TOP AND BOTTOM E - # til T J - 1 J -� (D # a O l ._-1 1 II T [, I [ I_ [ J RAIL WITH 5/4 :P1LUST'ERS SPACED 5' ON CENTER. RAILING TO BE T r r CCTRLFC fED SO THAT A 4' SPHERE - MAT NOT PASS THROUGH ANY "0 OPENING. E I r 12' Ps�u M CONCRETE F0.INDATION1 K !, WA L5diTT! 12' X 24' fl�3'JR!x3 i CON- E LL. FCX}TINGr ° I ' ers ' 'rte i err SPACE SLAB __ - _ I I -4' -la' I -- -- ------ -- -- - -- - - ----- ___ - ---- --- - - - - -- -- -- -- - - ----- ----- --- -- ------- ----- --- -- -- -- --- - -- - -- --- ----- --- : 0 2 SIDE AT0 Solet I/4' a I'-a' li A-5 Niii SEAL TOP R1 -- -- -- -- -- -- - P� °`1 � ,tj?, ` __ 1: 1 L' L t .7.L L .I J J L !:-.1 j 1 L, 1 _-' L i. J 1 .1 L 1 _ .I � _ t L] lr r _ L. J L_:.,, t 1 t) I' C [ 1 t J. 1 , i 1 a` / ` 'x. " - TJ _,/ I_i I I .- �II. ! .. j K -! 1 i, _ J-r_, -_J_ '- ��r 'I 1 I _ 1 1 7,' I,- -_t._ -.i-- ..�.' h '11 .1.'. _ 9 L !S 1 , ill L li: J.. i ` J T`I 1. 1"Ei _ )y C J i� 1 LI L•^ J1. _ J J - J p zt, ;,4. �l'-`•• ; , '1,JJ ri `,L.�.. ',I 111 LJ_.. -:,- IjJ,.1-! ,.i.. ,l1''1y�11`i" -'-*- '�i• 'I' y 1 - "-- I-- -1- `-1 ''' ' %-. 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[ 1 [T altrration of these do.utnents is a t7olation of the New York .1. , 11 L L...J 1r . f i L�L_l_. i _ -I - i 1 1;..1: .,1 :. 1 1 t. ;': T: : . L 1 - I YJ -L., ..�.: I [ T l -l 1IY. L.1._- �" - na State Education Iaw'These drawings a .specifications are ATL _:.�. I_ L' L"..I I .. . .,[ J T l.: �J 1_h_ .�-r '-f T ''7 an instniment of service and are the proprtty of the Architr_a- L. ,_ I 1 L _C; 1 1 L 4' L -�Ti: : TL 1__I J- i' L �; ' _ 'i i�T _: J_ -I-1. L. L._ _[_. r_ .. : _J Y 1 These,drawings ands specifications are,not r,�he used•on an L._J : : ? 1 T :L _ 1.:' I 1 i. � i Ti .7 : �I '� [ p ), - 7 i; JT; 1i . -[ --..... : 1..__.:...... .... .......I ... ..iI,....J....- -;L-" - I i-,:.T ,t.,,.'. t,..l..,1 ..1_ •,1:•..,.-.,. ,.,.,-1:---,.i . I.;.,. otherpro' cik c r J J -I 1 ,[ t ie ,excert t kry written p m issinn of the Architect. Lr. L�. r r ) 1 ..ql 1 I:11 11 -T 1.' J E .,,1 f I I ! - -.L. I`" ' I ' I .I- -I [ TI. 1: [ ' L 7 I.Ti ' .. l� lr t ! # ._ ., . . : ! 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T,_., .... ; .1= I J [ 1. I._ I . L... [ . I'..'.. ,I . .I';; I ,..I-. I I 12' POURED CC RETE FOUNDATION I WALLS WITW 12 X 24 POURED # I I CONCRETE WALL FOOTING SHEET -4' -10' ---�---- -- _/*ACRAKL SPACE SLAB -�, ;- ..... ...... ....- ---- ---- - - - - . ..__. ...._ _..... . : A - 5 1--iii R R ELEVATION 1,-= 114' - I'-a' A-5 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED W14EN NO COLLAR TIES ARE USED WIT14IN THE UPPER THIRD OF THE ATTIC SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. RAFTER TO RAFTER IrR CC3NNECTIOId ,y P.O.BOX 125'E' JAMS—SPOR.T,NY 11947 PHONE(631}779-2832 FAX(631)779-2833 RAFTER, SEE PLAN FOR -------- SIZES AND SPACING-­"- RIDGE. PACING RIDGE. SEE PLAN FOR 51ZES RAFTER. SCE PLAN FOR. SIZES AND SPACING HEADER. SEE PLAN FOR ^_ - � SAXES u CEILING .MST. SEE PLAN Q FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# ---...... 1-I2.5/NS (5M L.; UPLIFT) I 0 I Al E RAFTER TO PLATE CONNECTION RAFT ER. T O PLATE CoNNFC.i I EILING MST. SEE PLANS °USP' STRUCTURAL CONNECTOR ' FOR SIXES AND SPACING Proposed Addition For: - SEE MATERIAL NOTES FOR ROUBLE TOP PLATE, SEE MATIaRIAL MODEL NUMBERS (EACH STUB) � 'USP' STRUCTURAL STRAP NOTES FOR SIZES HEADER. SEE PLAN FOR 'USP' STRU..TURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (55 LIQ UPLIFT) OR TO TABLE 3,38 ON MEET IRT20 (REF W7) (1105 L 4'-0" OR LESS ROUG44 OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE _..._............. -...__ .. f NOTES FOR. SIZES t TYPE MATERIAL NOTES FOR MODEL. SEC NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUI,,) EXTERIOR WALL STUD. SEE MATERIAL N97ES FOR SIXES OR OPENINGS LESS THAN AND SPACIN4'-0' USE SINGLE JACK AND FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 1020 .Med ay Ave. MODEL# LT6^I12 (REF #LTS 12) Mattit ick New York (735 LSS U71IFT) MAY ALSO 'USP' , BE USED AS A STUD TO RIM USP STRUCTURAL STRAP .DIST CONNECTOR MOREL# LFTA�, (REF# FIO) t S.C.'�'.1VI.# 1000-113.-11-5 (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE . SEE MATERIAL NOTES 'AD55' USP CXNNECTOR WITH (2) 3/4' FLOOR CONNECTOR. FOR SIZES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. n A 5/8' DIAMETER T14READED ROD C04NECTS 'USP' STRUCTURAL STRAP �J UPPER Z LOWER CONNECTORS, PROI IDE FOR STUDS THAT AREO I BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MOREL# LSTA 12 FLOOR .MST. SEE PLANS FOR SIXES TO FOUNDATION AS SHOWN. (620 LB5 UPLIFT) _ T SUBS E _ - - (� — — — STUD TO STUD C.OI NECTION STUD TO STUD CONNECTION BEAM OR RIM JOIST. SEE PLAN FOR DETAILS 'USP° STPRU,.TURAL STRAP II °USP' STRUCTURAL STRAP MODEL# Lf,,A''!0 FOR 8' TO MODEL# LSTA30 FOR 8' TO lO" JOIST 055 LSTA36 FOR GIN WITHIN 10' JOIST USE LSTA36 FOR 12' JOIST. (DER TO TABLE FLOOR DIAPHRAGM BRACING 12 JOIST. (EACH STUD) 3.38 ' SHEET W�-1 FOR LAST TWO BAYS OF FRAMING AT 4'-0' (REFER TO TABLE 3,38 ON NAILING �-':I"uULE) INTERVALS SHEET IN-I FOR NAILING SCHEDULE) 'o DOLE TOI' PLATE. SEE MATERIAL NOTES FOR SIZES SEABEE;. SEE PLAN FOR SIZES ADDITIONASL 'USP' STRUCTURAL `._/ STRAP MODEL# L.5TA 12 FOR O OPENINGS GREATER THAN 4'-0' FOR OPENINGS LARGER THAN 4'-0' USE DOUBLE JACK AND (� FULL HEIGHT STUD AT EAC14 EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4°-O" ROUC�11 OPINING ------ END, NOTES FOR SIZES AND SPACING ----------------------------------------- ADDITIONAL 'U5P' STRUCTURAL STRAP 'O MODEL# L.5TA18 FOR 8' TO 10' JOIST 'USP` STRUCTURAL STRAP USE L.STA24 FOR 12' JOIST FOR SEAL MODEL# LTA12 (REF #LT5 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY AL a0 BE � USED AS A STUD TO RIM JOIST ��. AR y� i CO?%NL"CTC#? (EACH STUD) ST s s - " X.� ADSS U5„ C04NECTOR WIT14 (2) 3/4 -� `�� CARRIDGE, 80LTS FASTEN TO ANCHOR BO'T SINGLE SHOE. SEE MATERIAL NOTES W1114 5/8' DAMETER THREADED ROD AND �A D COUPLING. '•FLING. SEE FOUNDATION PLAIN T R.�S CDLi+f f.Nc p O�.n�C� - FOR 517E, N ,,,.V FOR LOCATIONS. PRC�JIRE D0IJSLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION FLOOR JOIST. SEE PLANS FOR SIZES _AS SHO49. QF n} ,r---- --BOX BEAM/RIM JOIST Copyright 2019.'-I'ROh1SK•I architecture,p.c-All rights ATOPOF reserved,The Architect reserves the right to reproduce this T"g e y --��U�30F t�y� ^y G"°'�Mr�•t�L t • cirslgn in iu rnrircry or any portion thrn of.Unauthari7eci ....:.` STUD F O SILL c,.tJB`NEC i ION -,' TUD f O .JILL CDNNEi<1lL.A' _ _ I'I alteration ofthese documents is a violation ofthe New York State Education Law.These drawing and speaLficatiom are an mst-•ument of service and are the property of the Architect. Tftrsr,drawingsand specifications are not.to be used or;any MODELS "4PAF (4760 other proiect,except by Written pctrxeis>irn of the.Architect, h 1PA+dD22 (4760 LBS U LBS UPLIFT) PLIIFT) MAY ALSO BI USED AS A CORNER MOLD PRO)FdC 1'NO. I9-AR018 I DOWN 5EE FOUNDATION (I I I I FLOOR DIAPHRAGM BRACING W1T�41N' ( GRADE PLAN FO1R LOCATION! I - -_ L_____ ``--_ - -- __ _-- - (� _- `_-- i- -_ SCALE As Noted DATE 2/27/2018 LAST TWO BAYS OF FRAMING AT 4-0 _ -- I I I INTERVALS I I �-► �J L�J ortnwiv sv wP C IIfiC'KED BY RS ' 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8' ANCHOR BOLT WIT14 3' SQUARE GRADE MODEL# L-5TAI8 (870 LBS UPLIFT) INIMUM CCT TITLE TERMITE WIELD AND SILL SEAL. SIE BEARING PLATE WASHERS EVERY36' FOR 8" TO 10" JOIST USE LSSTA24 FOR RESAR I MATERIAL NOTES FOR. SIZES (qBO LBS UPLIFT) FOR 121 JOIST. #4 CONTINUOUS RESAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TCP OF WALL. #4 CON'TIINUOUS REBAR STET 3,313 ON, SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATION OR 4' BR-Ck,\I TOP OF WALL, Detail Wall MARRY BLOCK FOUNDATION. SEE Section.FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL CONNECTOR MODEL# PFT) E LTP4 (690 L85 UElevation UPLL IFT} EVERY 36' 5/8" ANCHOR BOLT WITS 3' WARE BEARING PLATE WASHERS VERY 561 SHEET J W _ I r T PICAL WALL SECTION Scale: 3/4' P 1'--0' TYPICAL WALL ELEVATION Scale. 3/4" I'-0' FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3. j . ......... SABLE R301 .2.1 .2 TABLE 3.6 -CABLE 3.1 NAILING SCHEDULE �_ FASTEST MILE 7!111-YR. YTD SPEED WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP RAP CONNECTION WINDSPEED (130 MP'i•�d) RIDGE CONNECTION REQUIREMENTS 3-SECMD GUST (MPH) JOINT DESCRIPTION A`B'C`D REQUIREMENTS NB� "�" FOR FIND (DL ASSUMPTIONS: la 1� NUMBER a� NUMBER aI` NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS EXPOSURE EXPOSURE PSF) COMMON NAILS BOX NAILS FASTNER SPACING bD CaTiON R II€Z I7 CAPACITY al RIS FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH> 0 OF ROOF PITCH ROOF SPAN (FT) �,�, I V4`x 20 GAGE,9'r§ IA � ��� P.O.SOX 1254 JANIFSPORT,NY 11947 ROOF FRAMING R 4 F� LESS PANEL. 6 FOOT LF55 PANEL PHONE(63I)779-2832 FAX(63I)779-2833 FASTENER TYPEPANEL SPAN LESS THAN SPAN LESS THAN OR SPAN LESS THAN OR 12 136 RAFTER To TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3AA PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 SEE TABLE 3AA SEE TABLE 3AA PER MST 16 I 2 20 227 CEILING .MST To TOP PLATE (TOE-NAILED) SEE 20 2 2 24 CEILING MST TO PARALLEL RAFTER (FACE-NAILED) " 16 157 8 28 316 SEE TABLE 3.qA SEE TABLE 3.qA EACH LAP WOOD SCREWS a " " 12 24 2 3 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) W/ 2 EMBEDMENT 28 2 3 32 363 SEE TABLE 3.qA SEE TABLE 3.�AA F.AC4-I LAP #10 WOOD SCREWS 32 2 3 36 409 COLLAR TIE TO RAFTER (FACE-NAILED,} SEE TABLE 3.6 SEE TABLE 3.6 PER TIE " 16' 12' q 36 2 3 BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-10D EACH END W1 2 EMBEDMENT 16 113 15[1 RIM BOARD TO RAFTER END-NAILED) 2-16D 3-16D EACH EMD Yd' LAG SCREW ANC14OR 16" 16" 16' 4:12 W/ 2 EMBEDMENT 24 226 188 HALL FRAMING FOP, Sit I 1= 25.4x1 tel, I f -304.&-,m, I pm-0-4,44D N 12 2 2 28 263 1 mile 1 ' N °-0.447 alfa 16 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D 2-1613 PER F 2 36 , A. THE TABLE IS BASED ONS 195'7 mph ULTIMATE WIND SPEEDS, 1457 mph, ANDA 33 f MEAN ROS 20 3 TOP PLATE AT INa1TERSECTI" (FACE 'FAILED) 4-16D 5-16D JOINTS-EACH 51DE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24' O.C. 28 2 4 5:12 16 118 1613 16D Ib' O.C. ALONG EDGES 5. FASTNERS SIALL BE INSTALLED AT OPPOSING ENDS OF TWE WOOD STRUCTURAL FANE.L. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) FASTNERS SHALL BE LOCATED NOT LESS THEN i' FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTi'C4'1 PLATE To STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD a� a C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 28 206 BOTTOM PLATE To FLOOR JoiST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-1 D 2-16D PER FOOT 32 236 OF NOT LEETS VAN' 2' INTO THE BUILDING FRAME. FASTNERS 514ALL BE LOCATED NOT LE�t THAN 2.5" 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 12 81 Pro osed Addition For: FLOOR FRAMING D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCOSHALL BE ATTACHEDn OF 16 2 4 6:12 16 105p V!BRATION•-RE515TANT ANCHORSHAVING AN ULTIMATE WTHDRAWAL CAPACITY V: NOT LF-55 THAN 20 3 4 20 135 JOIST To SILL, TOP PLATE OR GIRDER: (TOE-NAILED) 4-8D 4-I0D PER JOIST 11500 LB5. 24 24 3 5 24 162 55 BRIDGING To JOIST (TOE-NAILED) 2-8D 2-1013 EACH END 32 3 6 32 215 t-iofmann BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-113D F,AC1-I END 36 4 6 36 242 BLOCKINGTO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK 12 7616 102 Residence LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST 'PRESCRIPTIVE LIMITS ARE BASED ON A55UMPTIONS IN TABLE 3.4. 7:12-12:12 20 127 JOIST ON LEDGER To BEAM (TOE-NAILED) 3-8D 3-10D PER JOIST =TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD Lod,D OF 24 153 BAND JOIST TO JOIST (END-NAILED) 3-16D 4-1613 PER JOIST TABLE 3.q q p5f)). IF A CEILING ASSEMBLY IS NOT PRESENT QR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE ('TOE-NAILED) ' , q1�f (0.615 �f� PRESENT 2-16D 3-161? PER FOOT RAFTER/CEILING JOIST HEEL JOINTROOF LIVE LCtAD 4ROJO SWA LVAD CEILING A55EMBLY 15 NOT CONNECTED To THE ROOF ASSEMBLY THE 36 22q TABULATED NUMBER OF NAILS SHALL BE INCREASER BY I NAIL AT EACH END ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF � 30 P5F of THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SMALL BE PERMITTED To BE MULTIPLIED BY 0.70 FOR ROOF (Fr) FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ��� cT $M1NlMUM ASTM A653 GRADE 33 STEEL STRAP. WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10) 12 4 121 24 4FOR JACK RAFTER UPLIFT CONINECTION5, USE A ROOF SPAN EQUAL To TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIACONAL BOARD SHEATHING RFS SLOPE RAFTER SPACING (IN.) RMMM WW W VID WWI CR 4v om WS M,Imo. TWICE TWE JACK RAFTER. LENGTH. TWE JACK. RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF - 6P5F) 1"X6" OR 68' 2-8D 2-I0D PER SUPPORT -b'C.arAlgc" OVERHANG LENGTH AND THE JACK SPAN. ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION I I1X10" WIDER 3-8D 3-10D PER SUPPORT 16 3 5 p, .3 SPACING FOR DIFFERMIT RIDGE CONNECTION SPACING CSHEATHING �� II C i�-1-' I �' � E�Pt��UI�E "B" - �sTANDA1�13 I�I�P,,AL AND SUBURBAN LOCATIONS , , MULTIPLY THE TABULATED VALUES BY CEILING SH EA I H I NG x;12 19 2 4 a i2 5 1a 14 SURE 'C' - ANY LOCATION WIT14IN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 24 5 10 15 6 12 15 RIDE CONNECTION SPACING IN. 12 16 19.2 24 48 1020 Meloy .A.ve. GYPSUM WALLBOARD 5D COOLERS 5D COOLERS ER5 7" EDEf 1O3" FIELD MULTIPLIER 1.00 1.33 1.0 2.00 4.00 Mattiruck, New York €6 3 5 6 6 q *FOR JACK, RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTED S.C.`I'.M.#� 1000-113.41-5 WALL SHEATHING �t12 Iq2 3 6 q .4 7 11 LENGTH. THE JACK RAFTER. LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. STRUCTURAL PANELS 8D IOD 24 4 8 n 5 q 13 (SEE TABLE 3.11) 12 3 3 5 ,3 4 & REVISIONS FIBERBOARD PANELS 5112 11 CA. CAL. ROOFING NAIL _ Iq3 T 3 6 0 1f2" 3" EDGE) 6" FIELD .2 O (0.120'x1-1/2'LONr;x7/16'HEAD) 24 3 6 � 4 7 11 " 11 GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A 0 25/32 (0.120"xl-3f41LONG0/15"HEAD) - 3" EDGE/ 6' FIELD 7112 16 3 3 5 3 4 5 5D COOLERS 5D CO OL;RS " " jq 2 3 4 5 3 4 6 GYPSUM WALLBOARD 7 EDGE/ l0 FIELD HARD 7ARD 8D 8D (SEE TABLE 3.11) 24 3 5 7 1 3 5 8 RAF-11 ER/�..�"I L I NG JOIST TO TOP PLATE FASTEST MILE WIND 8D 8D SEE MANUFACTURE/; I2 3 3 3 I" 3 3 SPEED (MPH) O PARTICLEBOARD PANELS ( ) 942 16 3 3 A 4 3 3 LATERAL AND SHEAR CONNECTION DIAGONAL BOARD SHEATHING �3 Nor T _T -- ----- 1"X6" OR PW2-8D 2-8D PER SUPPORT 24 3 4 5 3 4 6 R EQ U 11�.E I I E N I S 120 130 F14G° 0 12 3 3 3 3 3 3 O "x10" QI'. WIDER L� SHEATHING 3-8D 3-8D PER SUPPORT 12:12 16 3 3 3 3 3 3 Nurm OF 80 . FLOOR 192 3 3 3 1 3 4 RAFTER/CEILING .O!ST WALL HEIGHT FT. COMM NAILS Irx� MILS firm•a�AIL � 24 3 3 4 I 3 3 5 ( ) RMi l?IN�RAFTER ANWOR CcIUW4 JOIST TO TOP (� I__.... SPACING (IN.) RATE COWIrrM1AA4 v STRUCTURAL PANELS 'HEEL MST CONNECTIONS ARE NOT RMIRM WHEN THE RIDGE 15 SUPPORM BY A LOAD W10% WALL, I" OR LESS 8D IOD 6" EDGE/ 12' FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 8 2 2 3 � f a WHEN INTERMEDIATE SUPrO T OF THE'RAFTER 15 PROVIDW BY VMTICAL STRUT'S OR RIIIN5 TO <',.WD 10 2 2 3 O GREATER THAN 1" IOD 16D 6" EDGE/ 12" FIELD BEARING WALL, THE:TABULATED 14EEL JOINT Cts44EL TIONd REQUIREI`WE S SHALL BE PERMITTED TO BE RayXED DIAGONAL BOARD SHEATHING ICTALLY TO REDUCE IN SPAM, 16 8 2 3 3 (� 28D 2-IOD PER SUPPORT a EQUIVALENT COMECT015, ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 X6" NOT ` J I" OR 1'X8 - " TABULATED HEEL MINT CaINIECTION REWI `iEl�!'S DLJ N OT Imc-LUDE T:4E A.DD1,ICINAl_p,�6HT OF CE!UNC 11X10" (1R WIDER 3-8D 3-1013 PER SUPPORT A55EN'�4.'Y TABULATED 14;..EL JOINT CONNECTION' REUIRSIENTS ASSUME CEILING JOISTS OR 00,7EP 11E5 ARE 24 8 3 4 5 ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" ON-CENTER AT TWE PANEL EDGE. ALTERNATIVE NAILING SCWvDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT T44E EM70M OF THE ATTIC SPACE. WHIN CEILING JOISTS OR P.AFTTR TIES ARE=ATED WCAER 10 3 4 5 O REDUCED. FOR EXAMPLE IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE To OBTAIN HIGHER. SHEAR CAPACITIES NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE, NO ATTIC STYE 15 A55UMED, AND T14E T ASULAm HFEL JOINT CaNFC ION 'PRESCRIPTIVE LIMITS ARE BASED MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. � R IREMEN 175 MALL BE IN4CREASEN� BY THE FOLLOWING FACT S ASSUMPTIONS IN TABLE 3.4. o CF11;ING VFrf /TCP'PLATE TO RIDGE HECWT ADJL afN DIT FACT01 , = WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 111 2.01 WHEN CEILING JOISTS ARE INSTALLED PARALLEL To RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER 0., r 113 1.150 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 114 1.33 1t5 l2c) 0 1/6 12 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH 51DE OF RAFTER OR o I�'0 I.€! CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE. WHEN FASTENED TO A 2x6 TOP PLATE o 'WHERE TOP PLATE-TO-RIDGE HEIGJITS EXCEED 101, THEY SHALL BE ADJUSTED AS FOLLOWS. WALL HEIGHT 8' 10' SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10, 1.013 1.00 'r 'r-r1 15' 1.15 1.25 A GIRDER SEE PLANS FOR201 1.40 1.50 11 SIZES 11 TYPE Y t Y x int r' MODEL# PB544 (REF# AC4) Awa UPLIFT 1815 LBS), MODEL# PBS66 (REF# AC6) (UPLIFT 1815 LBS) ZESSEE PLAN FOR SI . 4X4 ACO POST, 6X6 AO Q 1 112 SPACING rerdh I1ie Arc2u ect xcscrves the is architecture,reproduce oe c thus SEE PLAN FOR Al 1(� J Hf�Lt �N1 design in ite entirrty ax any pardon tl cnrof..l. ncFtorizrd SIZES TYPE' 1NJSTALLATI( alteration of these doannents is a violation of the New York ENDWALL g3. k I�lta $tate Education Law.These drawings and specifications are MODEL# PA44 REF# an utsertemeut of service and are tare property of the Architect. These drawings and specifications are.not to be usexi on any A1344), MODEL# PA66E otherproject,except by written permission o£tne Architect. (REF# A66E) SEE PLAN CORNERSTUDCONNECTEDFOR SIZES. TQ TRANSFER SHEAR PR.OJE(-r NO. I8 AIt0It3 'AD-AS' USP CONNECTOR WITH 1 5!5" DIAMETER ANdCk1i7R EbflLT SCALE: As Noted LWIT^^, 2/27/2018 1 GRADE AND (2) EE G FOUNDATION E DAYS O DRAWN BY WP CHECKED BY RS BOLTS. SEE F'QUNdDATIChJ LTJ PLAN FOR LOCATIONS 2-16D CSN NAILS AT Fri 5/8" DIA. ANCHOR BOLT TITLE WITH 10' MINIMUM EMBEDDED LENGTH INTO .- CONCRETE Tables, _ SC .e ales and ia am.s \-AT,(-& SAI SECTION A-A SHEET r' TYPICAL QcST SECTIONScale: 314" Q � � Q Scale. af4' 1'-011 ICAL FLOOR ROOF ACING 5--ale: 1!2" 1' ' W - 2 1 T P FRAMING AND CONNECT911 DETAIL SEE FOUNDATION PLAN FOR. LOCATION AT END WALLS