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Home My WebLink About44423-Z otio`�UIf j��` Town of Southold 4/9/2022 Gym P.O.Box 1179 co 0 53095 Main Rd oy� aor Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42988 Date: 4/9/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2280 Deep Hole Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/29/2019 pursuant to which Building Permit No. 44423 dated 11/18/2019 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: modular single family dwelling with front covered entry,rear first and second floor decks and attached garage with unfinished attic storage above as applied for per ZBA#7469, dated 3/18/2021. The certificate is issued to Dimeglio, Samuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0095 1/25/2022 ELECTRICAL CERTIFICATE NO. 44423 10/27/2021 PLUMBERS CERTIFICATION DATED 10/18/2021 A Arc Lo iaft ut o ' e Signature �guF c O TOWN OF SOUTHOLD o c BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY y p!, 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#: 44423 Date: 11/18/2019 Permission is hereby granted to: Dimeglio, Samuel 2275 Deep Hole Dr Mattituck, NY 11952 To: construct a new single family dwelling with attached garage as applied for per Trustee, DEC and SCHD approvals. At premises located at: 2280 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-6 Pursuant to application dated 10/29/2019 and approved by the Building Inspector. To expire on 5/19/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,411.60 CO -NEW DWELLING $50.00 $2,461.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: z Old or Pre-existing Building: (check one) Location of Property: tA`qC� House No. Str et --�� Hamlet Owner or Owners of Property:�� (Q ��. )&mcAt,tl 1-f.of Suffolk County Tax Map No 1000, Section Block Lot 00( Subdivision Filed Map. Lot: Permit No. a 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:-71 chec ne) Fee Submitted: $ A cant Signature Buildin<;Department Application AUTHORIZATION (Where the Applicant is not the Owner) J /Jl�/✓lf b residing at �� 4-� �F (Print property owners name) (Mailing Address) do hereby authorize '-'9(ti1-0J1Vv(O✓1M (Agent) , r,1.c?rlrl —L,/ apply on my behalf to the SOuthold Building Department. ner's Sign Ire) (Date) Som v1- -3-4 �✓IF_ln, ,. (Print Owners Name) ®F SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cr).town.southold.ny.us Southold,NY 11971-0959 OIyC®Um�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Samuel Dimeglio Address: 2280 Deep Hole Dr city:Mattituck st: NY zip: 11952 Building Permit#: 44423 Section: 123 Block: 4 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Nassau Suffolk Electrical License No: 3955ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 2 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel . A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect 2 Switches 3 4'LED Exit Fixtures Pump Other Equipment: 200A Panel 40 Circuit/ 31 Used Notes: Modular Inspector Signature: Date: October 27, 2021 lop S.Devlin-Cert Electrical Compliance Form Town Matt Annex Telephone(631)765-1802 Fax(631)765-9502 Id,NY 1.1971-0959 NOV 1 0 2021 V :. TOWN OF SOMHOLu BUILDING DEPARTNMNT TOWN OF SOU OLD Duce: l l /q, Building.PennitNo. L4 q q .base° ring`1 ... (P p } Pluriiber:. (F'Iellise print) I certify thitt the solder used in the wager supply system contains less than 2/10 of 1 lead. !RE\E,bt:SOBRF, \p1:tCiti'PC'IflCC 1ItFS1<tt't3OF%r%`VORK ft!\ tS Oo C}axlMifird 7uSufjulkn(k Coenny /Z,—/, NY rommi'"itin Expires Mar').7.?t9' (Plumbers Signature) 'SW Ofti'tb before me chis day of �ec7 't; 20 C�, Notary Public, S. 'iD� . Faun Y 4Ifq_Y72 laaf so TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION .- [\d FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND- INSULATIOWCAULKING, FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION -fIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION -ELECTRICAL(ROUGH) ELECTRICAL�-(FINAL) CODE VIOLATIO PRE C/O REMARKS: Wl�� QVV DATE >10 INSPECTOR (T u _I OF SOUIyO{o TOWN OF SOUTHOLD BUILDING DEPT. - °`y�autm ' 765-1802 INSPECTION /YFOUNDATIONlST [ ] ROUGH PL13G. [` ] FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ' ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS: K/ If 3 �V ; I v6vv AtA VWA vv-, - - DATE 1 INSPECTOR 4qy pf SOpT�o6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] '1NSULATION/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 � �(RMOAWlAf I ;0� "", - � .od v a- Lo.God s WCL[ ol DATE 4 INSPECTOR ho��OESOUTyo� - * # TOWN OF SOUTHOLD BUILDING, DEPT. `yco 765-1802 INSPECTIO14 [ UNDATION 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: P �4& Ktwn' C04 o 1(,t/, qv DATE INSPECTOR A'J hO��OF SOUj�o�o # TOWN OF SOUTHOLD BUILDING DEPT. ynr '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I�✓ S4W4 _,�D fl L c DATE 0 a INSPECTOR L4 vikv& (fit• onvi 2 J -- - OF SOUTyO 7 CA vwv% OWN�F SOUTH * �# LD-BDING DEPT. y , O 765-1802K S d INSPEC - 10_W [ ] FOUNDATION IST GH PLBG. [-,. ] FOUNDATION 2ND . LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ]' .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ `] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i1 '�� bV� A 14, qa Ma vr►� Cir oK S - S� Sr (PAVey.> LWA Sa i Tow & o con �- .L`, DATE P4707 INSPECTOR Of SOUTyo� 9 � 2 3 2-2-60 # TOWN OF SOUTHOLD-BUILDING DEPT. °ycourmm ` 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 REMARKS: ® ( Y12- DATE 4d 2- '2 INSPECTOR M E E N E R G Y NOV 2021 SOLUTIONS BUILDIiaG�Epr CONSERVATION THROUGH EFFICIENCY TOWN OF SOU7NOLO 187 East Main Street,Huntington,NY 11743 0:(631)673-0664•F:(631)-547-8446•gdlamay3@gmaif.com Date: October 28,2021 Version: NYS Code 2020 Certification Re: 2280 Deep Hole Drive,Mattituck,NY 11952 To: Samuel DiMeglio Home Energy Solutions is pleased to provide you with a proposal for the New York State IECC 2018 Energy Code as well as any additional services you may be interested in.We will begin by proposing what is required for compliance in your Township and if you are interested in additional services,we can propose those for you as well. Proposed Services: Reports: Plan Review(Included in NYS IECC Code Certification): We will take the architectural drawings provided to us and measure or model:square-footage,volume,wall area, fenestrations, insulation values, lighting,heating and cooling equipment and appliances to provide a cost base compliance of this code.If the initial model(based on pians)does not reach our targets for energy compliance,we can discuss alternative measures that can be taken to cost-effectively achieve compliance. Testing: HVAC Duct-Leakage(Included in NYS IECC Code Certification): Once the air handler&ductwork is installed,please call our office to schedule a"rough"duct-leakage test.It's a good idea to have the leakage of your HVAC system assessed prior to sheet-rock to avoid costly problems in the latter stages of construction.We prefer to conduct this test during the air-seal or insulation inspection.Please call our office to schedule your rough duct-test. Air Infiltration(Blower Door Test)(Included in NYS IECC Code Certification): This test will tell us how effective the thermal boundary is.We will be able to pin-point leaks in the thermal envelope and address any problems,if any are found.Our software provides us with a target CFM(Cubic Feet per Minute)you must be equal to or lower than in order to pass. Please make sure the following is done prior to scheduling:all plumbing is hooked up,all mechanical equipment is running,all external doors are weather stripped,your Energy Star bath-fan is hard piped to the outside,your ES bath-fan is set up to a programmable timer.All supply boots must be sealed to the sheetrock. 1 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2280 Deep Hole Drive,Mattituck,NY 11952 Test Date 2/22/2022 Building Permit#: 45420n n it mpliance Pathway Performance CEEtTest Completed by: Christopher Silvia SNET Rater ID# 4150294 Home Energy SolutioR. E APR — 4 2022 NATE ID# 187 East MainStreet ICC ID# �1tF�.t#17�E Viz ol— A. Huntington,NY-11743 W"GFSWTHGM BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if Floor Area Volume � Conditioned easement Basement 1387 11096 El Conditioned Crawl Space 1A 1387 13870 ❑Sealed Attic 2nd 1182 10638 *The conditioned floor area of dwelling is calculated in 3'u 0 accordance with ANSI 2765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 35604 OF CFM @50 pa 1766 Air changes/hr@5 . a 2.98 Code Compliance: Pass Duct Tightness: Post Construction Test-Total uct Leakage System-1: 1st Floor Duct Location Conditioned Space -------------------------- Floor Area 1387 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic .......................... Floor Area 1182 Leakage CFM @ 25pa 46 CFM/100 ft2 CFA 3.89 Code Compliance: Pass System 3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 e CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. . — Date: 2/22/2022 Signature: -�' Christopher Silvia,Home Energy Solutions NEW YORK HOME ENERGY SOLUTION INSPECTION F7FC'B 2 4 2022 DATE S 22 ENERGY STAR APPLIANCES TOWN OF F so DEPT OUTHOLD BUILDER \ ' ❑ Refrigerator Kwh C.V. Address Dishwasher ❑ CW ❑ Oven PPM ❑.Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Craw>Ufull ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER-#Systems Window U SHGC GSHP Tons BTU TESTS: 0jz4A-:,kASD CAZ TESTING: Blower DoorBase Test Draft @ Flue Ducts 9 FL -Fan Simulated CFM Missing Gas Leak ❑ Y ;JH Where Venting Type N S M Comments: HES Representative 0) � 1 Date 111 Site Representative- Date Note:The inspection result/status represent the result of the Inspection process only and does not reflect the final certification status. � I t U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency NOV 1 0 2021 6 E�Cpiration Date:November 30,2018 National Flood Insurance Program t..,;�; ELEVATION CER4' ILE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: SAMUEL DIMEGLIO A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 2280 DEEPHOLE DR City State ZIP Code MATTITUCK New York 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) SCTM#: 1000-123-04-006 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.40059'14.42"N Long.72°30'33.67'W Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,300 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 800 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 600 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes Z No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State TOWN OF SOUTHOLD-360813 SUFFOLK New York B4. Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective! (Zone AO,use Base Revised Date Flood Depth) 36103CO842 H 09/25/2009 09/25/2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 © NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes © No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 2280 DEEPHOLE DR City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: NY PRECISION GPS NETWORK Vertical Datum:NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 NAVD 1.988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 6.0 ❑X feet ❑ meters b) Top of the next higher floor 14 6 x❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NIA 0 feet ❑meters d) Attached garage(top of slab) 10 9 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 8.0 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.8 N feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 11 1 Q feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.0 0 feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ©No ❑Check here if attachments. Certifier's Name License Number MICHAEL K WICKS 050390 �r�. 1,�; e•., Title r` �` ct- K �', Ix LICENSED LAND SURVEYOR Company Name / �e cap MICHAEL K WICKS, LS Addressa�-%� 200 BELLEVIEW AVENUE City State ZIP Code CENTER MORICHES New York 11934 Signature Date Telephone t -1—ZI (631)874-0156 Copy all pagesIr &this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) THE ELEVATIONS REFERENCED IN SECTION C ARE RECORDED IN THE NAVD 88 DATUM. THE LATITUDE AND LONGITUDE COORDINATES PROVIDED ON THIS CERTIFICATE WERE DETERMINED USING ITOUCHMAP.COM.GAS FURNACE ON LOW FLOOR @ EL 8.0 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 2280 DEEPHOLE DR City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT n2tuin-.vj FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade,if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is 0. 0 ❑feet ❑meters ❑above or ❑X below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is 0 0 ❑feet ❑meters ❑above or ❑X below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 2280 DEEPHOLE DR City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-1310. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E fora building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4-1310)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 136. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: E]feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No-)or P.O. Route and Box No. Policy Number: 2280 DEEPHOLE DR City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. k was ,.. - =.d •er ",r" — as Photo One Photo One Caption FRONT VIEW-October 13, 2021 nip Nil! x" t Photo Two Photo Two Caption REAR VIEW-October 13, 2021 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No Policy Number: 2280 DEEPHOLE DR City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. j; r ° i I' Photo One Photo One Caption RIGHT SIDE-October 13, 2021 IV t r Photo Two Photo Two Caption LEFT SIDE-October 13, 2021 FEMA Form 086-0-33(7/15) Replaces all previous editions. 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'e�� ,r •r a. �r z - to f i��' it�t� ��iC •R.�y'''�gl+ .. • •••• • 1 ' • •• • •:• • • • • • • '. 1 11/481,9:41 AM IMG_3013.jpg A - * aiFiSy s r https://mail.google.com/mait/u/0/?zx=ggkrm12aafx#inbox/FMfcgzGlkZGBvPTDCKSrwmVMMGVdDvbf?projector-1&messagePartid=0.3 1/1 10/24/21, 1:51 PM IMG_0682.jpg google.com/mail/u/0/?zx=dot3xfhuw283#inbox/FMfcgzGlkXzNvJlwpgsKKmJ LR F M G m J GW?projector=1&messagePartld=0.1 1/1 Page 1 �rc � NOV 1 0 2021 BUILDING DEPT TOWN OF SOUTHOLD 'larch 18,2020 PROJECT: 2280 Deep Hole Drive, Matituck CLIENT: PERSI CONTRACTING CORP. —MIKE PERSICHILLI RE: HELICAL PILE LOG INSTALLATION VERIFICATION LETTER ATTACHED: 1. PERSI CONTRACTING—HELICAL PILE INTALLAT ON LOGS—DATED 3/8/20,3/11/20,3/16/20,3/17/20 CERTIFIED HELICAL PILE INSTALLER: PERSI CONTRACING ZORP.—MIKE PERSICHILLI PILE IDENTIFICATION #1-34 BASED ON THE PILE INSTALLATION LOGS,THE PILES NOTED ON THE LOGS WERE INSTALLED TO THE REQUIRED FIELD INTALLATION TORQUE TO ACHIEVE THE PROJECT REQUIRED PILE LOADS. THE HELICAL PILE WORK WAS SATISFACTORILY COMPLETED IN ACCORDANCE WITH PPROVED CONSTRUCTION PLANS AND REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. QUICK TESTING WAS PRESENT DURING INST ,I, N � } . 'Respectfully Submitted Daniel Quick >' President Quick : . Testing Associates �. SGft%sz�kJ�, ks�q . ' e • � • • ► .COMMENTS FOUNDATION (IST) 1A (PTA ROUGH FRAMING& I ml PLUMBING %A ma -AV !IffAAil& ,� 1 Ions llt •` _IEI�ID� .I� �I:��► _ .L�l��'�:�1� � . -fir rI �y � � r JA �.'"Z I�WTA!_�� IILL ME &A,14,1711-2-Ko Milroy 1 MOVE— I MM v :r lFOR a Lr M1 • ■ 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 qqqe)n •-� Survey Southoldtownn gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form (� Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration (� 120 Lq 7� } uilding Inspector OCT �� LICATION FOR BUILDING PERMIT 9 2019 >�5 Date �C-�-�� 20�_ _ )--"-' ' KIK,-,, INSTRUCTIONS O"ap si' 1't T l- 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 hereh described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, A re ulat' ns, and to admit authorized inspectors on premises and in building for necessary inspections. (Signage of app cant or name,if a corporation) opp ailing ad •ess of applicant) State whether applicant is owner, lessee, agent, architect, engineer, e ontractor, electrician, plumber or builder Name of owner of premises `'O r• —%J-aC s o the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street - Hamlet- County Tax Map No. 1000 Section 13?1 Biock,' Lot Oa C, 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�( 64 N16(14 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost.1 _50(, ®St?, 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor +loQ/ If garage, number of carsa ^SpcO ROOD 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. In 7. Dimensions of existing strictures, if any: Front Rear Depth —� Height Number of Stories ' .prd Dimensions of same structure with alterations or additions: Front. _J�D Rear fes' Depth' Height Number of Stories�� 8. Dimensions of entire'new construction: Front L/(p Rear LI b f Depth Height Number of Stories a 9. Size of lot: Front eD Rear e-T� Depth ��Q 3 10. Date of Purchase Name of Former Owner Lee_ R ,r 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES 1G0 Will excess fill be removed from premises?YES NO-V L)c r'f�inSi 14. Names of Owner of premises Address o Phone No.S1(a-P48-28)6 Name of Architect Address Phone No Naive of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ANO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V"�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 t/NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS-.r f`D11L-) 6;'& no _%J— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A gq lfft (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this '261-hh day of 0 C-,f t' 20 �( A GINA A.LOCKE TE OF NEW YORK Notary Public Registration No.01L06057960' Si ture of Applicant Qu,,dified in Suffolk County Commission Expires Apr.30,20 z c Glenn Goldsmith,President *®f Sa�� Town Hall Annex A. Nicholas Krupski,Vice President ,�®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski tib 3 -Southold, New York 11971 Liz Gillooly _. Telephone(631) 765-1892 Elizabeth Peeples ®l : �® Fax(631) 765-6641 10OU01� E Gc E �I BOARD OF TOWN TRUSTEES HAPR e 2022 TOWN OF SOUTHOLD BUILDING DEPT TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1909 C Date: March 31, 2022 THIS CERTIFIES that the construction of a 1-1/2 story, 1,716sq.ft. single-family dwelling with leaders and gutters leading to two (2)ry wells; with garage enlarged to 16' wide; associated sanitary system; as-built water side trex-type deck with '/4" spacing in lieu of thru flow decking open grate deck; existing 5'x9.2' wood staircase on West side'of subject property, existing of water side trex-type staircase 7.5'x10' to ground below, existingfront platform 6'x5' with stairs 5.3'x4.6' to ground below, construction/installation of a 4'x20' concrete slab for a propane tank; approval of landscape plan for planting of 3" caliper trees and other vegetation in designated 50' wide non-disturbance buffer area; establish and perpetually maintain a 50' wide non-disturbance buffer area; with the condition that the 50' non-disturbance buffer be non- fertilized; any irrigation installed for propagation is removed after ever ty hing is established; a 480sq.ft. gravel (pervious) driveway; non-fertilizer dependent grass will be planted in the upland area;.and staked hay bales and silt fencing will be installed prior to the commencement of construction activities and be maintained during all construction activity; At 2280 Deep Hole Drive, Mattituck; Suffolk County Tax Map #1000-123-4-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 14, 2019 pursuant to which Trustees Wetland Permit#9454 Dated May 15, 2019 was issued and Amended on August 14, 2019 and Amended again on January 15, 2020 and Amended again on February 16, 2022 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 1-1/2 story, 1,716sq.ft. single-family dwelling with leaders and gutters leading to two (2) dry wells; with garage enlarged to 16' wide; associated sanitary system; as-built water side trex-type deck with I/4" spacing in lieu of thru flow decking open grate deck; existing 5'x9.2' wood staircase on West side of subject property, existing of water side trex-type staircase 7.5'x10' to ground below, existing front platform 6'x5' with stairs 5.3'x4.6' to ground below, approval of landscape plan for planting of 3" caliper trees and other vegetation in designated 50' wide non-disturbance buffer area; with the condition that the 50' non-disturbance buffer be non-fertilized; any irrigation installed for propagation is removed after everything is established a 480sq.ft. gravel (pervious) driveway; construction/installation of a 4'x20' concrete slab for a propane tank; establish and perpetually maintain a 50' wide non-disturbance buffer area; non-fertilizer dependent grass will be planted in the upland area; and staked hay bales and silt fencingwill ill be installed prior to the commencement of construction activities and be maintained during all construction activity. The certificate is issued to SAMUEL J. DI MEGLIO owner of the aforesaid property. m Authorized Signature Michael J.Domino;President �Of so Town Hall Annex John M.Bredemeyer III,Vice-President ,`O�' 0l0 P.O. Route 25 P.O.Box 1179 Glenn Goldsmith 41Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '�1� �O Fax(631) 765-6641 �OURITI,�` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 14, 2019 Glenn Just J M O Environmental Consulting Services 26 To in" Dnve Riverhead, NY 11901 RE: SAMUEL J. DIMEGLIO, JR. 2280 DEEP HOLE DRIVE, MATTITUCK SCTM#: 1000-123-4-6 Dear Mr. Just: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 14, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the.Administrative Amendment to Wetland Permit#9454 to enlarge the attached-garage to 16'wide; and as depicted on the site plan prepared by Michael K .Wicks, Land Surveying, last dated October 17, 2018, and stamped approved on August 14, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. if you have,any questions, please do not`hesitate to Conta6i'thi9 office. Sincerely, A Michael J. Domino President, Board of Trustees MJD/dd ��Ur Town Hall Annex o Glenn Goldsmith,President ®�, 54375 Route 25 Vice President A.Nicholas Krupski, P.O.Box 1179 Southold,New York 11971 Eric$epenoski Telephone(631) 765-1892 Liz Gillooly "` =' Fax(631) 765 6641 Elizabeth Peeples BOARD OF TOWN TRUSTEES C TOWN OF SOUTHOLD L� FEB 2 4 2022 Lj BUILDING DtP1. 17, 2021 February TOWN OF SOUrHOLD Samuel .i. Dimeglio,.Jr. Ll`[L� 2275 Deep Hole Drive Mattituck, NY 11952 RE: 2280 DEEP HOLE DRIVE, MATTITUCK SCTM# 1000-123-4-6 Dear Mr. Dimeglio: The-following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 16, 2022: WHEREAS, SAMUEL J. DIMEGLIO, JR., applied to the old Town o n Tr stees the for an ns Amendment to Wetland Permit#9454 under the pro of application the Southold Town Code, the Wetland Ordinance of the Town of Southold, app dated November 23, 2021, and, WHEREAS, said application was referred to the Southold Town C nater fors n Advisorg- Council and to the Local Waterfront Revitalization Program and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Inconsistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the Board of Trustees has furthered Policy through.3ofthe i cal tion r f the front Revitalization Program to the greatest extent possible following Best Management Practice requirements: 50' no rdisturbancebeverything s fertilized; any irrigation installed for propagation should be removed afte established, and-- WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, L - 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, . WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 19, 2022 and February 16, 2022, at which time all interested persons were given an opportunity to be heard, and, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees/APPROVE the Amendment to Wetland Permit#9454 for the as-built water side trex-type deck with '/a" spacing in lieu of thru flow decking open grate deck; existing 5'x9.2' wood staircase on West side of subject property, existii�g of water side -trex-type staircase 7.5 x f 0' to ground belGw, existing front platform 6'x5' with stairs 5.3'x4.6' to ground below, approval of landscape plan for planting of 3" caliper trees and other vegetation in designated 50' wide non- disturbance buffer area; with the condition that the 50' non-disturbance buffer be non- fertilized; any irrigation installed for propagation is removed after everything is established; and as depicted on the site plan prepared by Coastal Plantings Landscape Contracting, received on January 28, 2022, and stamped approved on February 16, 2022. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, A Nicholas Krupski, Vice-President Board of Trustees /dd APPROVED BY BOARD OF I RUSTEES TOWN OF SOU g FOLD DATE r-0 I�, 20��=� � -OLZOVA D �- — — — . of ItiI VE j ` � !' �• +d.84 EXIST WMA ,r::+8t29 W �� f '��'; ,•• ` � +8.62' y +8.67` �' !• , _ .�.,...�—.— 6' Rb 4r'tN5CAPS CONTRACTING 330.00' L = 78- CA 8. 0 r 0' -P LP• ap. EP,03 C9 GRAVEL ORNEWAYco S,T LP L EP. �= ry�5 10.0' EP. POOLS INSTALLED A 16.0 o �IEANOUT X11.1 y5.0 QF.EL10.9 7.8' 012.2 0 26A 8 %� GAR. Rf0 PL j 2 sly. 6.0'x5.0 Q c (� 2 m FRQE�DaXE o n 1 2280 0aj V FT.EL14.6 r' r �? LREL6.0 46.0' 16.0, r, V i 6.0'x W000 DECO Yr�OO OEt7C N v p ABOVE -2- \4005AN g U/G PROPANE ZONE, r� Two-Rall rs Maintained Path O Split Rail Fence P ¢ (Woodchip) `' (4)9�"cal.Qeciduo s Tree (Maple andlor Oak) . �A axe c (Greet'Area) 75 Ba berry(8`8 H 1 s Ranted W-7'o z h ; c 4 S 2 a 3-04-006 �5 Existin Trees Y i m 3)) (4)0•8'Eastern Red Cedar * o ZIMBLE duniPenrsvirgintana = #FF c. a ? - ` r a J7 tv OT SET AS �j , y � IIAG i6 FLAG _ o 2,o A16i� AssamvlEBs � �22o C"Llcy do 0 f OYIG-H IYATpF UN£+2.43CID a o �FtAG 13 +1.52 �$e° 2018 A m N69°32'52'ivy27 pt'.. 32.32 �40 X1.84 V3 $ g -•-BUIKH£AD "FLAG 12 03 � G it v }4.02' SA p o� t�- S29°26 0 WF ^ DEEDED PROPERTY LINE_ M e o rn 92. 4 mT 19.36 2s� N 72'10' 0'.IF 128.58' 1 O b IIIEG/ � E JAIL .2 8 2022 Southold Town Board of Trustees NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID'1-4738-03594 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: SAMUEL J DIMEGLIO,JR DIMEGLIO PROPERTY 141 E MAIN ST 2280 DEEP HOLE DRJSCTM# 1000-123-4-6 HUNTINGTON,NY 11743 MATTITUCK,NY 11952 (516) 978-2816 Facility Application Contact: i AM WEBER ASSOCIATES LLC PO BOX 2753 EAST SETAUKET,NY 11733-2753 (631)478-8118 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.487 NYTM N: 4540.378 Latitude: 40°59'15.7" Longitude: 72°30'34.9" Project Location: Deep Hole Creek Authorized Activity: Construct a single family dwelling with accessory structures and new sanitary system. All work must be done according to the plans prepared by Michael K Wicks, last revised 9/13/2018 and stamped NYSDEC approved 11/13/2018. EEH. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-03594/00002 New Permit Effective Date: 11/13/2018 Expiration Date: 11/12/2023 E:::::::�..�NYSD�FC�Appr�oval . By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this , permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date Page 1 of 6 t cs NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03594 Distribution List AM WEBER ASSOCIATES LLC Bureau of Marine Habitat Protection Elyssa Hopkins Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying.that they ays of are.fully aware of and understand all terms �must also be signed d conditions of and returned,alongis permit. Within 3with photographs tion of of project,the bottom portion of th the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. • r 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Michael K Wicks, last revised 9/13/2018. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains(or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-473843594 8. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area: This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. lo. Property Grading The lot shall not be graded as to direct stormwater runoff to adjacent properties. 11. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit,modification,amendment). 12. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 13. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 14. Open Grate Decking The deck shall be constructed with NYSDEC-approved open-grate decking with a minimum of 60%open space. 15. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 16. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 17. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 18. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 19. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 3 of 6 SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 Attn: Compliance 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials . associated with the project. 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or . injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 23. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the .Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner may be ordered by the.Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and-if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 24. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such'extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 low NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 14738-03594 GENERAL CONDITIONS - Apply to ALL Authorized Permits: I.. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03594 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the.DECand arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the itted activities, and such persons shall be subject to the same permittee's agent with respect to the perm sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-03594 20. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to a 7 BOARD MEMBERS OFSOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� if0 53095 Main Road•P.O.Box 1179 Patricia Acampora !O Southold,NY 11971-09.59 t Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIiY�►oUl�l► Southold,NY 11971 http://southoldtovmny.gov ZONING BOARD OF APPEALS ® TOWN OF SOUTHOLD. 12� l d' Tel.;(631)765-1809 Fax(631)765=906a . MAR 2 4 2021 So� . old 'T®morn Clerk FMINGS,DELIBERA 'IONS AhTi?DET E 'IlNATIQN 1VIEETING OF MARCH 1$,2021 ZBA{FILE: #74'69 NAME OF APPLICANT: Samuel J.DiMeglio,Jr.. P—OPR-Y_LOCATION 22-80 Deep Hole:Drive..(A-dj..to-DeepEIote Ci eek);Mattituck,_NY. SCTM# 1.0004234-.6 SE DETERMINATION: The'.'' of Appeals has visited the property under constderation m'this application and'cletermines that this.revtewv falls under the Type II category of the.State's List.pf Actrois, without further steps under SEQRA. SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application-.was referred:as required under the.Suffolk County Administraiive Code Sections A 14=14 to 23;and the Suff61k-Ebunty Department of Planning issued its reply dated January 12,2021 stating that this application is considered a*matter for local determination as there appears to berio significant county-wide:or inter community impact, LWRP DETERMINATION: This application was referred for'review;under-Chapter 268;.Waterfront Consistency review.of the. Town of Southold Town :Code and the Locale Waterfront Revttalizaton Program (LWRP) .Policy Standards.-'The LWRP Coordinator issued a recommendation dated March 1, 2021. Based upon the informatipn provided.on the LWRP Consistency Assessment.Form submitted to this_departinwit.as well as the records available; it is recommended that*the .proposed action is..CONSISTENT with LWRP policy standards and Ili- fore,is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject.property is a non-conforming 17,813 square foot waterfront parcel located in an R-40 Zoning District.'The parcel measures 142.91feet alori the southerly property line fronting Deep Hole Creek,measures 78.00 feet along the northerly property line-fronting Deep Hole Drive;measures 209.63 feet on the.Westside and 181.36 feet on the East side. A proposed single family dwelling with an attached garage is underconstruction as shown on a survey prepared by Michael K.Wicks L.L.S. last revised December 30,'2020. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 17,2020,Notice of Disapproval based on an application for a permit to construct.a front porch addition attached to an existing single family dwelling; at 1)located less than code the code required minimum front yard setback of 35 .feet; 2) located less than the code required minimum combined side yard setback of 25 feet; located at 2280 Deep Hole Drive,Adj to deep Hole Creek)Mattituck,NY. SCTM No. 1000-123-4-6. RELIEF-REQUESTED: The applicant requests variances to construct a front porch addition to a single family dwelling currently under construction that will result in a non-conforming front yard setback of 29.7 feet where code Page 2,March 18,2021 #7469,DeMeglio. SCTM No. 1000-1234r6 requires a minimum 35 foot front yard setback.and a combined side yard setback of 24.1 feet where code requires a minimum 25 foot combined sideyard setback also indicated as proposed improvements depicted on survey prepared by Michael K.Wicks,L.L.S.last revised December 30,2020. ADDITIONAL INFORMATION: Building Permit# 44423.was issued in November.18;2019 to construct a new single-family dwelling with attached garage as-applied :for: per Southold Town Board of Trustee, New York State Department of Conservation and Suffolk County Department of Health Services approvals. The Zoning Board:of Appeals had granted areavariance relief in Appeal No. 6053 for a non_conforming 35.7 feet front yard setback. instead of40.minmium feet front yard setback:However;the relief granted in:Appeal No 6053:was based on the 1of size of 20,561 sc}uare feet'as-calculated by�a survey by.Stanley. Tsakson Vamp.. dated April 20, 2606;.. Theaot size as calculated by Stanley Isakson required a minimum front yard setback_of 4.0 feet. The survey used in the current application calculates the lot size as 17;$13-square feet or:2348.square:feet smaller than the.April 20,,2006 surve.Y. The smallerlot size.calculation allows.tho.applicant for construct a new.home 35 feet-from the.street Which is closer to the'street than the 35.7 feet.granted in variance relief in Appeal No.6053.would have allowed. FINDINGS OF FACT/.REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing.on this application.on March.4,2021 at which time written and or-al evidence were-presented:. Based--upon:all=test-imepy;-documentation,personal inspection-ofthe propert axed -- surrounding•neighborhood,and other evidence;the Zoning Board Ends the:following facts;to be true and relevant and-makes the following Endings:. J.,-Town,Law,&267 bMb)(1) Gi4n :of the variances`will produce:an undesu able ohange in the charaater;pf the neighborhood`or a d.-trimentao.nearby`properties. The-neighborhood consists of single:family waterfront homes.. : . l�To. evidence ,was submitted than homes .:with non:coi�forining front yard: setbacks. are characteristic of'4hi5 neighborhood. 2. Town.Law&262-b(31(b:)(2). The benefit sought by the .applicant can be achieved by some method; feasible_for the.applicant to pursue,other than an.area variance. The applicanf.can construct a covered porch in a code conforming location. The applicant can also build a landmg'and staircase which are not subject to the same setback requirements, -as a covered porch. Furthermore-,.the proposed front porch could.have been contemplated while the building plans were being reviewed by the Building.Department and the ZBA, and prior to the construction of the-.dwelling. 3, .Town Law.§267-b(3).(b)(3). The variances granting front yard setback is mathematically substantial,representing 15°/6 relief from the code. The relief for the combined side yard setback is not mathematically substantial for the combined side yard setback representing 11 inches and 3.6%relief froin the.code. Such relief for an attached garage will hardly be discernable to passersby. 4. "Town Law X267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 2.3,6 of the Town's Storm Water Management Code. 5. Town Law &267-0)(b)(5). The difficulty has been self-created. The applicant is currently building the house as "new construction"via Building permit 44423 dated November 18,.2019. The applicant could have designed a covered porch with a conforming front yard setback in the original plans. 6.Town Law§267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. s Page 3,March 18,2021 #7469,DeMeglio SCTM No. 1000-123-4-6 RESOLUTION OF.THE BOARD: In considering all of the above factors and applying the balancing test under.New York Town Law 267-B,motion was offered by Member Dantes, seconded by Member Acampora,and duly carried, to GRANT the relief fora combined side yard setback of 24.1 feet, as applied.for as shown on architectural drawings by Daniel Burko Design and Pacifico Engineering dated Q2-27-20 Sheets A 1-A9 and the survey by Michael K.Wicks L.L.S. last revised December 30,2020 SUBJECT TO-THE FOLLOWING CONDITION: 1 The applicant shall submit an amended survey and architectural plans to the Board of Appeals showing the' two sideyard setbacks without the proposed porch addition denied herein AND. DENY the front yard setback request as applied for, Vote of the'Board.• Ayes:Members Weisman (Chairperson),Acamp ora, Dantes, Lehnert, and Planamento This Resolution was-duly adopted-(5=0): - - Leslie Kanes::W6isman, Chairperson. Approved for filing / q /2021 VgafF0l�co �O Gym BUILDING DEPARTMENT-Electrical Inspector CD TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 41j1 �a0�' Telephone (631)765-1802-FAX(631)765-9502 Temporary'Certificate # _5' Date 9 Z 2020 Customer Name l Electrician Name a � p Address g C) 0I e Phone PAA 96 6 57-7578 e-mail 0,(��t r C .� e-mail hien Phone p License# Size_U0 A Phase / Overhead Underground #of Meters Remarks T #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid 90 days from the da above. Authorized by IN I SEP 813tIR G IVI Z61, 2 �j EPARTENT- Electrical Inspector TOWN OF SOUTHOLD 11119IF-An nex - 54375 Main Road - PO Box 1179 TOV,,t7�T C,, ,' T-73SWaold, New York 11971-0959 9 Telephone (631) 765-1802 - FAX (631) 765-9502 77- -,4 rogerr@southoldtownny.q ov - seandp_southoldtownny..qo APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: U6,5,aij, 5AOdL 'Elyi4TIonA Name: R,\638,ad Vuks License No.: -ME email:. Address: b gM Phone No.: JOB SITE INFORMATION (All Information Required) Name: h,\Mpn�ID Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: q Lot: (,p BRIEF DESCRIPTION OF WORK (Please Print Clearly) __�2,-Arimcd jjA0,,,c homf - ZQ ftfflP (Z 2-i& 0-e-nA2M I R, Circle All That Apply: Is job ready for inspection?: YES /0 Rough In Final Do you need a Temp Certificate?: 0/ NO Issued On emmu '2-D 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 1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 'IVI� �nr 0, =LU�c �=Q j'6 �4czk 0-nd �Vflnb El NhfiAfffft DU - wITH APPLICATION hi ,U Request for Inspection Fonm.xis \jl �1 j:V`UFF01,�� 1 03VWDING EPARTMENT- Electrical Inspector Cd TOWN OF SOUTHOLD b rtvj-Filo'Annex - 54375 Main Road - PO Box 1179 %mold, New York 11971-0959 � ! Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny.gov - seandP-southoldtownny.gov 7= APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email Address: b gpp - Phone No.: ,a JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: BIdg.Permit#: q-q email: Tax Map :District: 10000 Section: /o?3 Block: q Lot: BRIEF DESCRIPTION OF WORK-(Please-Print Clearly-)- eQ +fir(Ari I I IQ,r � � C f2_f P 11,n dfhI AM WI i,!Q 4 . Circle All That Apply: Is jobL ready for inspection?: YES /0 Rough In Final Do you need a Temp Certificate?: ES NO Issued On eMm'w 6n �-a '-2P 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: mad«ar� .o n1 �� oun� aQr nn � a t �S 4. PAYMENT r%HW WITH APPLICATION � .�,C 1 Request for Inspection Form.xls PERMIT# Address: Switches ' Outlets GFI's Surface Sconces , H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon micro Generator Combo_ C60kto'p Transfer AG AH ' Hood Service Amps Have: Used-. Special: Comments: Scott A. Russell ,��°SU S STOIR MtWAXIE]R, SUPERVISOR ( �T 2 IMIAs- A\G IEIMI1E1� F SOITTBOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ^,� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES. TIUS PROJECT INVOLVE ANY OF THE I~OJLLOWil G: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [Z❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑91 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [Z}❑ F. Installation of-new or resurfaced impervious surfaces of' 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP? Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witWyour Building Permit Application. APPLICANT: (Property Owner,Design Professional, ge ,Contractor,Other) S'C'T.M. #' 1000 Date District NAME: as —qck06,0 tl�� Section Block n FOR BUILDING ARTMENT USE ONLY**** Contact Information 23� OS 3c 0 rr.kvm,.v"mea Reviewed By: - - — — — — — — — — — — — — — — Date: 1 � ��. Property Address / Location of Construction Work: — — — — — — — — — — — — — — Ap 'oved for processing Building Permit. . C)"e ormwater Management Control Plan Not Required. maks l-'cic'Ll o / Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000s CHAPTER 236 , (Property Owner,Design Profession ,Agent,Contractor,Other) T.—M., O,0 �I' , _ �� . Stormwater Management Control Plan CHECK LIST NAME: ection Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. pl—PnN Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 61�3 �,* all Information that has been Required by the following Checklist! Signature Telephone Number: - 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 Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 b.-Total Site Acreage. 0 1�] c. Existing-Natural & Man Made Features within 500 L.F. 00 of the Site Boundary as required by §236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0�0 e. Limits of Clearing & Area of Proposed Land Disturbance. O0 f. Existing& Proposed Contours of the Site (Minimum2'Intervals) g. Location of all existing & proposed structures, roads, _ driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& 000 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0O k. Location of proposed Construction Entrance/Staging Area W. 00 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 on-site the run-off from all impervious surfaces generated by a two(21Inch 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. 0 b. Construction Entrance &Site Access. 000 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**** 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 11 SWCP Check List-TOS MAY 2014 Town Half Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 t/s Southold,NY 11971-0959 v� ` BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ('`) �,��t -Z!moi Owner: Samuel J. Dille lio & Jodi Jacobs Location of Property: 2280 Deephole Drive, Mattituck, NY 11952 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 a roo f arcing (FR) Signature: Name (person aro form): Glenn E. Just Capacity(check applicable line): Owner �^ Owner representative Trussftegl5.docx Effective 1/1/2015 Illlllll1111IIIIIIIIIIIIIIlIIIAIIIIIVIIIVIIIilliilll IIIIIIIIIIIIIIlIIIIIIiIIi . SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 05/06/2019 Number of Pages: 4 At: 10:56:24 AM Receipt Number : 19-0087554 TRANSFER TAX NUMBER: 18-31244 LIBER: D00013010 PAGE: 838 District: Section: Block: Lot: 1000 123.00 04 .00 006.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $375,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCEG $15.00 NO EA-CTY $5. 00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0 .00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $1,500.00 NO Comm.Pres $6,000.00 NO Fees Paid $8,020.00 TRANSFER TAX NUMBER: 18-31244 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County x Abstracts,Inc. Ttle# /7;V-g 4R . FQnn 8002--Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation.(single sheet) - - CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 11th day of April,Two Thousand Nineteen BETWEEN LEE G. PETERS II,residing at 6515 8001 Street, Cabin John,Maryland 20818,and JILL TORREY RUSSELL,residing at 251 Stone Harvest Way,Palmyra,Pennsylvania 17078, as tenants in common party of the first part, and SAMUEL J. DIMEGLIO and JODI A. FERRIGNO, as joint tenants with rights of survivorship, residing at 1 Holdsworth Drive,Huntington,New York 11743 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable District:eco a o consideration paid by the party of the second part, does hereby grant and release unto the party of Sect ion:t 2,3- Block: �y e,v the second part,the heirs or successors and assigns of the party of the second part forever, Lot: ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly side of Deep Hole Drive at the northeasterly corner of land now or formerly of Palmer and the northwesterly corner of the premises herein described; said point being also distant southeasterly 2196 feet as measured along Deep Hole Drive from New Suffolk Avenue; RUNNING THENCE easterly along the southerly side of Deep Hole Drive along an are of a curve bearing to the left having a radius of 330 feet a distance of 78.0 feet to land now or formerly of Arnold or others; THENCE South 16 degrees 05 minutes 00 seconds West along land now or formerly of Arnold or others, 181.36 feet to the apparent high water line of Deep Hole Creek as of 2/21/2018; THENCE westerly along said apparent high water line the following six courses and distances: 1.North 47 degrees 07 minutes 00 seconds West, 12.70 feet; 2.North 56 degrees 27 minutes 04 seconds West,26.40 feet; 3.North 69 degrees 32 minutes 52 seconds West, 32.32 feet; 4. South 42 degrees 46 minutes 29 seconds West,40.01 feet; 5. South 29 degrees 26 minutes 01 seconds West, 12.14 feet; 6.North 74 degrees 36 minutes 25 seconds West, 19.36 feet; THENCE North 29 degrees 37 minutes 30 seconds East along said land now or formerly of Palmer, 209.63 feet to the southerly side of Deep Hole Drive and the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated September 15, 2015, and recorded February 16, 2016, in the Office of the Suffolk County Clerk in Liber 12852, Page 688. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS'WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: LEE G. PETERS II � d �ft 4,L O Y R SELL Sal J.Turano k}vvMV PRESIDENT �I TM BSTRACTS, INCORPORATED Grace Mistretta 0 A � SR.V.P.,CONTROLLER Residential&Commercial Title Insurance since 1 9B4 Thomas J.Turano SR.V.P.,CLEARANCE OFFICE SINGLE'AND SEPARATE SEARCH Peter J.Calvanese SR.V.P.,COUNSEL 11/15/2019 r Sam DiMeglio, Esq. I 141 E. Main Street Nov 1 5 2019 Huntington, NY 11743 Re: Our Title No: ST-39487 - _ Tax Map Des: District: 1000, Section: 123 .,-.QO ;;'; Block: 04 . 00, Lot: 006. 000 Dear Sirs : ABSTRACTS INCORPORATED certifies to the Town of Southold, Suffolk County, -New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated from 9/25/1979 to 9/25/2019 . Said search disclosed the following: SUBJECT PREMISES KNOWN AS: District: 1000 Section: 123. 00 Block: 04 . 00 Lot: 006. 000 DEED #1 : James A. Gildersleeve, Sidney H. Dated 5/18/1938 Gildersleeve and Donald R. Recorded 6/6/1938 Gildersleeve Liber 1986 page 540 TO James A. Torrey NOTE: James A. Torrey died 6/29/42 - Suffolk County Surrogates File No. 304-P-1942) NOTE: Gladys Torrey (a/k/a Gladys Torrey Dickerson) acquired title by Last Will and Testament of James A. Torrey-Gladys Torrey Dickerson a/k/a Gladys T. Dickerson, died 6/17/04 - Suffolk County Surrogates File No. 1569-P-2004) . DEED #2 : Ernest Frederick Dickerson, Dated 7/15/2005 as Executor of the Last Will and Recorded 8/4/2005 Testament of Gladys Torrey Liber 12401 page 913 Dickerson a/k/a Gladys T. Dickerson TO Ernest Frederick Dickerson CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 2B 1 23 Maple Avenue Garden City,NY 1 1 530 : Garden City,NY 1 1 530 Riverhead,NY 1 1901 516.683.1000•fax:51 6.683.0089 www.abstraotsinc.com 631.369.0200•fax:631.369.01 99 Page 2 ST-39487 SUBJECT : PREMIS.ES KNOWN AS: - CONTINUED District: 1000 Section: 123 . 00 Block: 04 . 00 Lot: 006. 000 DEED #3: Ernest Frederick Dickerson Dated 3/14/2006 TO Recorded 3/21/2006 Dorothy : Dickerson Peters. Liber 12441 page 409 NOTE: Examiner finds no proof of death of Dorothy Dickerson Peters . DEED #4 : Lee G. Peters, Lee G. Peters II and Dated 9/15/2015 Jill Torrey Russell, as sole heirs Recorded 2/16/2016 at law of Dorothy Dickerson Peters, Liber 12852 page 688 deceased TO Lee G. Peters II and Jill Torrey Russell; as tenants in common DEED #5 : Lee G. Peters II and Jill Torrey Dated 4/11/2019 Russell; as tenants in common Recorded 5/6/2019 TO Liber 13010 page 838 Samuel J. DiMeglio and Jodi A. Ferrigno, as joint tenants with rights of survivorship (Last deed of record. ) rage 4 ST-39487 PREMISES TO THE WEST KNOWN AS: District: 1000 Section: 123. 00 Block: 04 . 00 Lot: 007 . 000 DEED #1: Katherine B. Tuthill Dated 9/10/1983 TO Recorded 10/5/1983 Joyce T Arnold and Liber 9437 page 307 David B: Tuthill DEED #2i (CORRECTION DEED) Katherine B. Tuthill Dated 12/31/1983 TO Recorded 9/20/1984 Joyce Ti: Arnold and Liber 9644 page 505 David B: Tuthill NOTE: David B. Tuthill died 4/16/95 - Suffolk County Surrogates File No. 1249-P-1995 . NOTE: Joyce T. Arnold died 3/27/94 - Suffolk County Surrogates File No. 1056-P-1994 . NOTE: Harley B. Arnold named as Specific Devisee under the Last Will and Testament of Joyce T. Arnold. DEED #3; Susan Labins, as Executor of the Dated 9/2/1997 Last Will and Testament of David Recorded 10/31/97 B. Tuthill Liber 11860 page 99 TO Harley B. Arnold DEED #4 : Harley B. Arnold Dated 12/27/2007 TO Recorded 1/2/2008 Eric Klodnicki Liber 12535 page 712 DEED #5:: Eric Klodnicki Dated 2/28/2014 TO Recorded 4/28/2014 John Estrada and Kori Estrada, Liber 12771 page 992 husband ;and wife (Last deed of record. ) NOTE: Examiner began search in 1983 as to search back further would incur additional time and cost to complete. Please inform Company if prior searches are required. Page 5 ST-39487 PREMISES TO THE EAST KNOWN AS: District: 1000 Section: 123. 00 Block: 04 . 00 Lot: 005 . 001 . DEED #119 Lester C. Cornelius a/k/a Dated 8/15/1969 Lester Cornelius Recorded 9/8/1969 TO Liber 6618 page 289 Richard :L. Gibbs and Joan C. :Gibbs, his wife (As to easterly part of Lot 005 . 001 . ) DEED #2: Charles F. Perner and Dated 10/7/1975 Amelia F. Perner, his wife Recorded 10/17/1975 TO Liber 7927 page 29 Richard :L. Gibbs and Joan C. :Gibbs, his wife (As to westerly part of Lot 005. 001 and more. ) DEED #3 Richard L. Gibbs and Dated 1/23/1986 Joan C. :Gibbs, his wife Recorded 3/5/1986 TO Liber 9990 page 66 Thomas A. Palmer (As to easterly part of Lot 005. 001 . ) DEED #4: Richard :L. Gibbs and Dated 6/10/1990 Joan C. Gibbs, his wife Recorded 8/27/1990 TO Liber 11126 page 262 Joan C. :Gibbs (As to westerly part of Lot 005. 001 and more. ) DEED #5: Thomas A. Palmer Dated 6/3/1991 TO Recorded 6/6/1991 Thomas A. Palmer and Liber 11273 page 376 Karen Palmer, his wife (As to easterly part of Lot 005. 001. ) Page 6 ST-39487 PREMISES TO THE EAST KNOWN AS: - CONTINUED District: 1000 Section: 123 . 00 Block: 04 . 00 Lot: 005 . 001 DEED #6: Joan C. .Gibbs Dated 4/18/1994 TO Recorded 4/22/1994 Thomas A. Palmer Liber 11673 page 705 (As to westerly part of Lot 005. 001 and more. ) DEED #7: Thomas A. Palmer Dated 8/26/1994 TO Recorded 8/29/1994 Thomas A. Palmer and Liber 11691 page 561 Karen Palmer, his wife (As to westerly part of Lot 005 . 001. ) DEED #8:: Thomas A. Palmer and Dated 9/9/1999 Karen Palmer, his wife Recorded 9/9/1999 TO Liber 11988 page 19 Karen Palmer (As to Lot 005. 001 . ) DEED #9; Karen Palmer Dated 9/13/2002 TO Recorded 9/13/2002 Thomas A. Palmer and Liber 12208 page 708 Karen Palmer, his wife DEED #10: Thomas A. Palmer and Dated 2/21/2013 Karen Palmer Recorded 8/20/2013 TO Liber 12741 page 103 MarilyniA. Kindy, as Trustee of The Thomas A. Palmer Irrevocable Trust, as to his one-half (1/2) interest and Marilyn A. Kindy, as Trustee of The Karen Palmer Irrevocable Trust, as to her one-half (1/2) interest (Last deed of record. ) Page 7 ST-39487 PREMISES TO THE SOUTH KNOWN AS: Deep Hole Creek Liability hereunder is limited to TWENTY-FIVE THOUSAND ($25, 000. 00) DOLLARS for this search. ABSTRAC �INCO�RaFe�rTED BY: al J. I. T ano Presiden SJT: lw Enc. State of New York) County of Nassau ) ss : On the 15th day of November, 2019, before me personally came Sal J. Turano, President, to me known to be the individual who executed the foregoing single and separate search, �and acknowledge that he ex ted the same as. President of Abstracts, Incorpora e . NOT Y PUBLIC PETER J.CALVANESE Notary Public,State of 2ew York Qualified in Nassau County Commission Expires December 31,20.�Z IIIIIIIIIll�11111! IIII 1(111 ! ! 11 IIIIIIIl11111lIIIIIIIIII I I! IIIA�!I Illl . III!VIII ! SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: IDBED Recorded: 04/28/'2014 Number of Pages: 4 At: 10:47ilS AM Receipt Number : 1470054158 TRANSFER TAX NUMBER; 13-24581 LIBER: D00012771 PAGE: 992 District: Section: Block: Lot: 1000 123.00 04.00 007 .000 EXAMINED AND CHARGED AS FOLLOWS Deed .mount: $1, 075,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 - NO Handling $20.00 NO COE $5 .00 NO NYS SRCHG $15.00 NO EA-CTY $5 , 00.. NO EA-STATE $125.00 NO TP-584 $5 .00 NO Notation $0.00 No Cert.Copies $0 .00 NO RPT $50.00 NO Transfer tax $4, 300. 00 NO Mansion Tax $10,750.00 No Coim.Pres $18, 500.00 NO Fees paid $33, 805.00 TRANSFER TAX NUMBER: 13-24581 THIS PAGE IS APART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County .0 1 Vdco�Q Abstracts,Inc. Form 8002—Bargain and Sale Deett with Covenant against Gamoes Acts—l"Wdual orCorpontion.(540 sheet) •� • "'a CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE,made the 11th day of April,Two Thousand Nineteen BETWEEN LEE G.PETERS E,residing at 6515 S& Street, Cabin John, Maryland 20818,and JILL TORREY RUSSELL,residing at 251 Stone Harvest Way,Palmyra, Pennsylvania 17078, as tenants in common party of the first part;and SAMUEL J. DIMEGLIO and JODI A. FERRiGNO, as joint tenants with rights of survivorship, residing at 1 Holdsworth Drive,Huntington,New York 11743 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable District;l�Va consideration paid by'the party of the second part, does hereby grant and release unto the party of section:/m-oa Block; may:oa the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot; piece or parcel of land, situate, lying and being at Mattituck, in the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a pont on the southerly side of Deep Hole Drive at the northeasterly corner of land now or formerly!of Palmer and the northwesterly corner of the premises herein described; said point being also;distant southeasterly 2196 feet as measured along Deep Hole Drive from New Suffolk Avenue; RUNNING THENCE easterly along the southerly side of Deep Hole Drive along an arc of a curve bearing to the:left having a radius of 330 feet a distance of 78.0 feet to land now or formerly of Arnold or:others; THENCE South 16 degrees 05 minutes 00 seconds West along land now or formerly of Arnold or others, 181.36 feet to the apparent high water line_of Deep Hole Creek as of 2/21/2018; THENCE westerly along said apparent high water line the following six courses and distances:, 1.North 47 degrees 07 minutes 00 seconds West, 12.70 feet; 2.North 56 degrees 27 minutes 04 seconds West,26.40 feet; 3.North 69 degrees 32 minutes 52 seconds West, 32.32 feet; 4. South 42 degrees 46 minutes 29 seconds West,40.01 feet; 5. South 29 degrees 2¢minutes 01 seconds West, 12.14 feet; 6.North 74 degrees 3f minutes 25 seconds West, 19.36 feet; a THENCE ?North 29 degrees 37 minutes 30 seconds East along said land now or formerly of Palmer, 209.63 feet 'to the southerly side of Deep Hole Drive and the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed to.the party of the first part by deed dated Septembeir 15, 2015, and recorded February 16, 2016, in the Office of the Suffolk County Clerk in Liber: 12852,Page 688. TOGETHER with all; right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVEAND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. i AND the party of thei first part covenants that the party of the first part has not done or suffered anything whereby.the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS-WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: LEE G. PETERS I1 JI L O Y RT&StLL I I�Illll 1111 11111 11111 I1i1�II�I��IMl��1�l1��lh��li��lll ((11111 1181 111111111��1i SUFFOLK COUNTY CLERK . RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 05/06/2019 Number of Pages: 4 At: 10 :56:24 AM Receipt Number : 1910087554 TRANSFER TAX NUMER: 18-31244 LIBER: D00013010 PAGE: 838 District: :Section: Block: Lot:. 1000 .123.00 04.00 006.000 EXAMWW AND CHARGED AS FOLLOWS Deed Amount: $375,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5. 00 NO EA-STATE $250. 00 NO TP-584 $5. 00 NO Notation $0.00 NO Cert.Copies $0. 00 NO RPT $200.00 NO Transfer talc $1,500.00 NO COMM.Pre's $6,000.00 NO Fees Paid $8,020.00 TRANSFER TAX NUMBER: 18-31244 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A, PASCALE County Clerk, Suffolk County 1D RECORDED 2019 May 06.10:56:24 WI Number of pages JUDITH A. PR5CRLE CLEW, OF SUFFOLK COUNTY . This document will be public L 000013010 P $38 record.Please remove all DTlt 18-31244 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage' Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax Sub Total TP-584 Spec/Assit. Notation or EA-5217(County) :Sub Total Spec./Add. !J^ TOT.MTG.TAX EA-5217(5iate) /` Dual Town Dual Cou R.P.T.SA. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax • Mansion Tax Affidavit — � The property covered by this mortgage Is Certified Copy or will be improved by a one or two family dwelling only. 15. 00 NYS Surcharge Sub Total_=1�,b YES or NO OtherGrand Total 1 .J If NO,see appropriate tax clause on page M of this instrument 4 Dist 1 )0 5 Community Preservation Fund 19013285 1000 1 . 12300 04thI 006000 Real Property p T gConsideration Amount$ V Tax Service R Vff A 11EM1111 CPF Tax Due S � Agency 03�1AY i Verification _ improved - P SatlsfacUonslDlsc arges/Releases List Property Owners Mailing Address Vacant Land RECORD&RETURN T0: TD_ Janice L.Pecorino,Esq. TD 141 bast Main Street Huntington,New York 11743 TD Mail to..Judith A.Pascale,Suffolk county Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffoikcountyny.gov/dierk Title r $ Suffol-k County Recording'& Endorsement Page This page forms part of the attached _ Bargain and Sale Deed made by. (SPECIFY TYPE OF INSTRUMENT) r>�r Peters 11 and Jil)Totrev Russell The premises herein is situated in SUFFOLK COUNTY,NEW YORK. as tonan in c mmon M 1n the TOWN of SaM= t DiMrglio and Jodi A. Ferrigno, _ In The VILLAGE as joint tenatas with rights bf survivorshV HAMLET of Ma MA LY t'RIOR TO RECORDING OR FILING. BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ON over STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) On the 1 lth day of April, 2019, before me,the undersigned, personally appeared Lee G. Peters II and Jill Torrey Russell, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is (are) subscribed to the within instrumcnt and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signatures) on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. P blic Joseph D.Monaco Notary Public,State of New York No.02M04962971 Qualified in Namu County Commission Expires February 26,2022 or y Page 3 ST-39487 PREMISES TO THE NORTH KNOWN AS : Deep Hole Drive s CONSULT YOUR LAWYER BEFORE SIGNINGTHIS INSTRUMENTTHIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE made the'day of February,2014 BETWEEN ERIC KLODNICKI Address:240East 39th Street,#230.New York,New York 10016 party of the first part, AND JOHN ESTRADA and KORI ESTRADA,husband and wife Address: 82 Beaver Street,Apt.305,New York,New York 10005 party of the second part, WITNESSETH,that the party of the first part,in consideration often($10.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,situate,lying and being at MattitucK Town of Southold.County of Suffolk and State of New York;being more particularly described on: SCHEDULE A Premises:2350 Deep Hole Drive,Mattituck,New York 11952 SCTNIN: District:1000 Section:123.00 Block:04.00 Lot:07.000 COCA -b (� BEING AND INTENDED TO BE the same premises described in a certain deed recorded in the Suffolk County Clerk's Office on 1006 In Liber 12535 at Page 712. TOGETHER with all right,title and interest,it any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof.TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the Cost Of the improvement before using any part of the total of the same for any other purpose.The word'party'shall be construed as if it.read epartles7 whenever the sense.of this Indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN THE PRESENCE OF: ERIC KLOONICKI y e State of New York,County gSuffolk as: State of New York,County of Suffolk es On therday of February In the year 2014 On the day of in the year 20 before me,the undersigned,personally appeared before me,the undersigned,personally appeared ERIC KLODNICKI pereonally known to me or proved 10 me on the basis of satisfactory evidence to be the individual whose name Is personally known to me to proved to me on the b"Is of substsibed to the within instrument and acknowledged to me satisfactory evidence to be the individual whose name is that he executed the same In his capacity, and that by his subscribed to the within instrument and w*rwwlettged 10 tae signature on the ins ument,the individual,a the person upon that he executed the same to his capacity, and that by his behalfof which the individual ed,executed the instrument, signature on the instrument,the Individual,or the person upon behelf of which the individual acted,executed the instrument. (signature end office of individual tekirlp edmowdedgment) (signature and orrice of individual taking acknawledgmenQ SHELLEY KATSALE Notary Public,State of New York No.01 KA6115083 Ouaiitied in Nassau County Commission Expires August 30.20 PLEASE RETURN RECORDED DEED TO: ' AMI WELLMAN,ESO. CHAVEZ&PERLOWITZ,LLP 111 JOHN STREET,SUITE 312 NEW YORK,NEW YORK 10038 (212)781-5993 . 1 Old Republic National Title Insurance Company by itsAuthorWdAgent �. IGNIk MATIO74AL TITLA AONSCr.LLC Title Number:ITA 41i6-S=140R Page i of i SCHEDULE A—DESCRIP`T'ION ALL that certain;plot piece or parcel of land, situate, lying and being at Mattituck,Town of Southold, County of Suffolk, and State of New York, being more particularly described as follows: BEGINNING ata point on the southerly line of Deep Hole Drive at the northeast corner of the premises berein descnibed adjoining land of Stephen King, formerly Wilhelmina Dietz on the East; RUNNING THENCE along said land,=South .6 degrees 39 minutes 20 seconds'West;- 326.16 feet to ordinary high water mark of Deep Hole Creek; RUNNING THENCE Northwesterly along said ordinary high water mark-the following' three courses'anA distances; 1) North 55 degrees 13 minutes 04 seconds West, 1o1.88 feet; 2) North 35 degrees 35 minutes 51 seconds West,75.o6 feet; 3) North )) degrees 43 minutes 14 seconds East, 45.19 feet to land now or formerly of Gladys Dickerson; RUNNING THENCE along said land,North 16 degrees'05 minutes East, 184.56 feet to the southerly line o Deep Hole Drive; RUNNING THENCE along said line on a curve to the left having a radius of 330.00 feet,a distance of 54.24 feet and continuing THENCE along said line, South 83 degrees 20 minutes 40 seconds East, 60.76 feet to- the point or place of BEGINNING. FOR INFORM ATION QNLY: PREMISES are designated as District 1000, Section 12300, Block 0400, Lot ooy000 on the tax map for the Town of Southold,County of Suffolk oakECORDED 2014 Rpr 28 10:47.15 AM Number of pages JUDIC A. OR- ALE SUFFOLK COUNTY L D00012771 This document will be public P 992 record.Please remove all DT# 13-24581 Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recordmg/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt 1.Basic Tax Handling 20. 00 2. Additional Tax T,-584 SubTotal Notation SpecJAssit. or EA-5217(County) Sub Total Spec/Add. EA-5217(State) TOT.MTG TAX Dual Town Dual.County R.P.T.S.A. Held for Appointment Comm.of Ed. S• 00 r nsfer T x . -109. 00 Affidavit q si n T x Certified Co covered by this mortgage is Py or wi be improved by a one or two NYS Surcharge 15. 00familydwelling o�' . Sub Total YES or NO Other Gland Total--��— It'NO,see appropriate tax clause on L page# oft is instrument. 4 Dist, 14006760 loo0 12300 0400 007000 100 5 Community Preservation Fund Real Propert I' Consideration Amount$ Tax Service Agency (ID4-MAR-1 CPF Tax DueVerification _ Improved 5 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant land INSIGNIA NATIONAL TITLE.AGENCY,LLC TO 6 EAST 39TH STREET,SUITE,700 TD NEW YORK,NY 10016 TO-' Mail to:Judith A.Pascale,Suffolk County Clerk: 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name INSIGNIA TITLE AGENCY www.suffolkcountyny.gov/.,clerk Title# ' ITA-4116-S-1408 i 8 Suffolk County Recording & Endorsement Page This page forms part of the atta4hed DEED made by (SPECIFY TYPE OF INSTRUMENT) FR1C FT QDWI KI The premises herein is situated in SUFFOLK COUNTY,NEW YORK TO a in the TOWN of Soln--1-11401 D TOWN FSTR AT)A In the VILLAGE KORI FSTRAI)A or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over 111111!1II�IIIIII�iIl11�11111IIIIE11111IIIIII111I11111111 111111111111 IIIII 11111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrum nt: DEED Recorded: 08/20/2013 Number of Pages: 4 At: 02 :19:19 PM Receipt Number : 13-0104164 TRANSFER TAX NUMBER: 13-01835 LIBER: D00412741 PAGE: 103 District: Section: Block: Lot: 1000 : 123.00 04 .00 005.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00, Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 .-00 . NO &andla.ag $20.00 NO COE $5 .00 NO NYS SRCHG $15.00 NO EA-CTY $5 .00 NO EA-STATE $125.00 NO TP-.584 $5 .00. NO Notation $0.00 NO Cert.Copies $0-.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $255.00 TRANSFER TAX NUMBER: 13-01835 ! THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County J , r 1 2 , Number of pages RECLMOED 2013 Aug 20 02:19:19 PM JUDITH A. PWAI 5 This document will be public CLERK OF record.Please remove all SUFFOLK COUNrjL D00012741 Social Security Numbers P 203 prior to recording. DTI 237028',5 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Sper-JAssit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) TOT,MTG.TAX �Q� Dual Town _ R.P.T,S,A. Dual County-=�-�- w, Held for Appoiritmen4 omm.of Ed. S. 00 4 � Transfer Tax Affidavit • Mansion Tax -Certified Copy The properly covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other _ Grand Total If N0,see appropriate tax clause on page 9 of this Instrument. 4 Dist.y� 130/9637 1000; 22300 0400 0050o1 5 Community Preservation Fund D fn�nJJ►►��l� pReal Property R 111111 Consideration Amount$Tax Service 25Jfll��'�1 p(p Agency CPF ax Due S Verification SatlsfactlonslDischar es/Releases List Pro `` Improved__ 6 g perty Owners Mailing Address RECORD Si RETURN TO: / Vacant Land V/ TD Nancy Burner&Associatcs,P.C., 12 Research Way TD E.Setauket,N.Y. 11733 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title A a Suffolk County Recording & Endorsement Page This page forms part of the attached Detd made by: (SPECIFY TYPE OF INSTRUMENT) Tllomas A. 2Q 1 '�r o n- d The premises herein is situated in K0 I r'n Po m er SUFFOLK COUNTY,NEW YORK, t TO In the TOWN ofu`- Ma rIIt4n A . K1ndI I asi rruSjPP. In the VILLAGE I A• 2a I mer I rreY.oc or HAMLET of 0 f f I fu r!/1 BOXES STHRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. -rus+ os fo his one- ho I ( 112Q Inwesf OVef inc mariil(.,�n A - Klndy OS TrUSitf of Hie I nr-Avn nni Tri ,c.J /1 c h-i hPr rivi * hn14: f InI-Pi Pk-I- , Qnpeliim ikeddpdi�id�l ur Coeporatioo Sim�k sl{tt�l THIS 1"ENTUM,made the day of February,two thousand thirteen BETWEEN THOMAS A.PALMER&KAREN PALMER PO Box 218, ittchogue,New York 11952 party of the first pati,and he MARILYN A.kINDY,as TRUSTEE OF THE THOMAS A.PALMER IRREVOCABLE TRUST 1540 Smuggler's Cove,Vero Beach,Florida 32963 As to his one-half(1/2)interest MARILYN A.KhNDY,as TRUSTEE OF THE KAREN PALMER IRREVOCABLE TRUST 1540 Smusglcr's Cove,Vertu Beach,Florida 32963 _ As to her one-half(12)interest party of the second part, WITNESSETH,that the patty of the first part,in consideration of Ten Dollars and other valuable consideration paid by the parry of the second patty',does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the sceond part forever, ALL that certain plot,piece grparcel of real property,with the buildings and improvements therein contained,situate, lying and being more particularly bounded and described on Schedule"A"annexed•hereto and made a part hereof TOGETHER with all right,kitle and inictcsi,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appunenances and all the estate and rights of the party of the first pan in and to said premises:TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or-successors and assigns of the party of the second part forever. AND the party of the first p5rt covenants that the party of the first pari has not done or sutTercd anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the fnst part in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The wort:"party'shall be copstrued as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF;the parry of the first part has duly executed this deed the day and year first above written. In Presence of. THOMAS A.PALMER 0c,L KA EN PALMIER STATE OF NEW YORK,COUNTY OF SUFFOLK SS.: STATE OF NEW YORK,COUNTY OF SS.: On the 21 day of February,2013,before me,the undersigned. On flue day of 2013,before me,the undersigned, personally appeared THOMAS A. PALMER & KAREN personally appeared ,personally known to me PALMER,personally known to me or proved to ine on the basis Or proved to tree on the basis of satisfactory evidence to be the of satisfactory evidence to be the individual(s)whose namc(s)is individual(s)• whose name(s) is (are) subscribed to the within- (are)subscribed to the within instrument and acknowledged to me instrument and acknowledged to me that he/she/they executed the that heisherthey executed the same in hWherhheir capacity(ies), same in his/her/their capacity(ics), and that by hisllterhheir and that by histherhheir signature(s) on the instrument, the signature(s) on the instrument, the individual(s� or the person individual(s),or the person upon behalf of which the individual(s) upon behalf of which the individual(s) acted, executed the Wed,executed the instrument. instrument. notary notary G 1!IodrY P+i+�G�Y� Kp,Oi[]W41674 STATE OF NEW YORK,COUNTY OF SS.: STATE OF NEW YORK,COUNTY OF SS.: On the day of 200 ,before me,the undersigned. On the day of 2010 ,before me personally came personally appeared ,the subscribing to me known, wha being by me witness to the foregoing instrument,with whom 1 am personally duly swom, did depose and say that he resides at No. acquainted,who being by me duly sworn,did depose and say that that he is the he/shehhey reside(s) in of the (if the place of residence is in a city,include the street and street corporation described in and which executed jthe foregoing number, if any, thereof) that he/sWthey knowris) instrument,that he knows the seal of said corporation;that the to be the individual described in and who executed seal affixed to said instrument is such corporate seal;that it was so the foregoing instrument.that said subscribing witness was present affixed by order of the board of directors of said corporation,and and saw said execute the same;and that said that he signed h name thereto by like order. witness at the some time subscribed histher/their name(s) as witness thereto. notary notary QUITCLAIM DEED sncnot+ 123 at�xx 4 THOMAS A.PALMER&KAREN PALMER tcrr 5.1 TO ontMYORTOWN SUFFOLK MARILYN KINDY,as TRUSTEE OF THE THOMAS A.PALMER IRREVOCABLE TRUST As to his one-half(112)interest MARILYN KINDYas TRUSTEE OF RETURN BY MAIL TO: THE KARrN PALMCR liltrvOCABLE TRU5'f As to her one-half(V2)interest Nancy I3umcr&Associates,PC 46 Route 26A Suite 4 11733 Setauket,New York w SCHEDULE A At Vlattituck, in the Town;of Southold, County of Suffolk and State of New York bounded and described as follows: BEGINNING at a point-set in the'southwesterly side of Deep Hole Drive distant 2155.38 feet as measured along Deep Hold Drive from the intersection of the Westerly side of Deep Hold Drive and the southerly side of New Suffolk Avenue, and from said point or place of beginning; RUNNE FG THENCE along the southwesterly side of Deep Hole Drive southwesterly along the are of a curve having a radius of 330.0 feet, a length of 41.0 feet; THENCE South 38 degrees 53 minutes West 201.74 feet to Deep Hole Creek; THENCE westerly along Deep Hole Creek 46.0 feet to a point; RUNNING THENCE North 39 degrees 03 minutes Bast 119 feet; THENCE North 3.0 degrees 13 minutes East 27.49 feet; RUNNING THENCE North 47 degrees 21 minutes East 59.41 feet to the southwesterly side of Deep Hole Drive,the point br place of BEGINNING. ALL 'that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mattituck in the Town of Southold, Suffolk County;,New York,bounded and described as follows; BEGINNING at a point on the southwesterly side of Deep Hole Drive, distant 576.00 feet southeasterly from the southeasterly side of Richard Street, as same is prolonged: THENCE southeasterly along the southwesterly side of Deep Hole Drive along the arc of a curve having a radius of 300 00 fejt, a distance of 41.0 feet; THENCE south 29 degrees�37 minutes 30 seconds west 200.00 feet to the wood retaining wall (220 feet, more or less, to tbie High water Line); THENCE northwesterly along the High Water Line 75 feet, more or.less. THENCE.north 38 degrees 153 minutes east 205 feet from the retaining wall (225 feet, more or less, from the High water Lure) to the southwesterly side of Deep Hole Drive, the point or place of BEGINNING. . J. M.0. Environmental Consulting Services March 5, 2020 Mr. Damon Rallis Building DepartmentAR - 6 2020 Town of Southold M Town Hall Annex 54375 Route 25 - Southold, NY 11971 Re: Permit No. 44423, DiMeglio 2280 Deep Hole Drive, Mattituck S.C.T.M.No. 1000-123-4-6 Dear Mr. Rallis: For your review I have enclosed four sets of updated plans for this project. The plans have been revised to depict the new "layout" of the rear and front decks. Upon your review, please feel free to contact me at any time should you have any comments or questions regarding this matter. Repe ly, Gle ust Phone (631) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 J.M.0. q Li q 0�2) Environmental Consulting Services June 15, 2020 Mr. Damon Rallis Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 Re:, DiMeglio Property 2280 Deep Hole Drive, Mattituck JUN 1 7 2020 S.C.T.M.No. 1000-13-4-6 ;,,.,... Dr. Mr. Rallis- I am presently writing you in response to your e-mail of April 6, 2020 (copy enclosed). As requested I have enclosed copies of the revised plans for this project. The plans depict the support posts for the proposed deck are located outside of the flood hazard area. Upon your review please feel free to contact me at any time should you have any comments or questions regarding this matter. *el Phone (631) 653-0607 - Email Gjust10215@aol.com 121 Jessup Ave - 2nd Floor - P.O. Box 447 Quogue, New York 11959-0447 "Cj"' 'ry DIOL/ Z� ��,�IV� SITE PLAN +8. • +8.67' d .� �'oo• F p 330.p p• +8.65 +8.63 ' SITUATE _ L - 78.00' - `" AT MATTITUCK 1:ON- {10'S'MIN. +&I 8' PROP. OVERHEAD EV` TOWN OF SOUTHOLD j` '` ENr LP GWWASSGMSLPto N. Y. G p g SUFFOLK COUNTY, 0 � I I / SURVEYED: FEBRUARY 21, 2018 T L EP. Co ADD. INFO: APRIL 23, 2018 cy 5.4 +6.75 LP .. u1nrT (11) J HYDRO. SURVEY: SEPT. 24, 2018 RU, (+1�l7) 7x ROP,,,POIFCH 'FILLING wrtl G19Ly REVISED: OCT. 17, 2018 iv. 1 10'lAL 10j BE IN FROM yw 1&0 - 'L +7.22 REVISED: SEPT. 17, 2019 x +11.00 -uNIT Of FU s TEST HOLEti D.W. G�m PROPOSED D.W. NOT TO SCALE ;; BEDROOM FRAME RESIDENCE .14 COMP. MCDONALD GEOSCIENCE fLFFLL o 2115/18 4 ? ~ +4.65 NON- N 0, GRADE EV. 6.50' ' v NON-FERn FR + 46.0 DEPS -; -: BROWN LOAM OL OAC DEPENDENT 16.0 %) + F "•r C, GRASS + +4.98'_ 'FFIRU FLOW DECk W +610 F 2,"i i CL SRowN s1L1Y sAttO SM CERTIFIED T0: o o �R&EL eaDw 12,146 PALE BROWN FINE ? Q t. I .' OPEN GRATE DECK -6 5' TO MEDIUM SAND SP SAMUEL J. DIMEGLIO JR. L ,? F JODI JACOBS \ OF DISTU FENCE ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010 ,. JY 33y1 wood NOTES: CHICAGO TITLE INSURANCE COMPANY 4;. r j 7,U:1 f,' .\' ,C, ,'� �, S 46• $ 1. PROPERTY KNOWN AS TAX MAPS 1000-123-04-006 PEOPLE'S UNITED BANK N.A. t WH :w sTAK w1Y +4.25' SILT ��C2,,E SSIONE 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) WATER IN PALE �__ ._-_.- •----.-- ----- -- ---- -"" 3. THIS SURVEY WAS PREPARED USING A TRIMBLE BROWN FINE TO ��t ~ CE iu AREA +4.6' BUFF R LI E 50' S3 ROBOTIC TOTAL STATION. MEDIUM SAND SP "'iUi OL.C.CC UiZ l`Y�Lii d�ri:C)a L v i�i.` i J�,1'zS:.isi `l t: �F 50 WILE NON-D R / BUFFER UNE 0 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS " "� WCATION ATO' ts' g 'I`!D "� c U3 (W0)E PATH PART OF THIS SURVEY. �� - ,f r,t o i r i;7 nays r`ti 1'ii14Ji�.` aiJ1Y. ._ -. w fD pETERM'�NED 1N 5. ELEVATIONS REFER TO NAVD 1988 DATUM. > + 81' FUTURE) 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00) 20' !V 1 �,:� a T • ( �j o " `i (,� ...) i. i +3.09' FLOOD: 361�03C04D82H A WATER ENCOUNTERED 4.6' BELOW SURFACE I :4 i%1 , 0- ""�""" _ i ..-f. ` i.. .` , �..... ,,„,. i'U.L'E :l i', MAP DATE: SEPT. 25. 2009 > wIDE'1dON-oLSTu FLOOD ZONE: AE (EL.6) & X �' u FLAG 8 -- STANDARD NOTES: �I } _ #7 '� ~ u,:i..c>:r: a •.,.:.,� n sTr_ t-a ao FLAG N FLAG + [, + FUG 16 \�-,W I; IJI I\1�.�'y 9 lii�1;I• I'.�1\.J 1 F\t.irr4 t�:4 C 1',l.I )VAL � f FLAG ,r5 J Il,i:.�'i�!)f:I1J A:.tErtN'I:.N �3 40 i1 i'VIL Tf. iH15 r.`:t�f A:::' Ntr'r ifia a J5! - _�lil�. /2. I 4Z), +2 P1' I tKr1- ) - O �. N � I.:117^1.Cl IA..1. :.UKVLY''H"> .LA: 5 N VIO:::i�„v .,F :,F '' - .t 0 RAGGED � `n(�1 'Ui �'Y�CN t cF ^LN Y'�°tK �IA'E k 'U44f1C'' '<V w I D fuw.*•" Z �,:L' is "opRY SUNVEv VJ Ji ',��ri ;,,F `;J r:L1<k'S cMB:;�S�ll :.U: CFILICR ASSOCyQESvi <' rr.F r... .F. T l' '.1 oR > u.; Nn_ w 11AAI TO (p111LBER J ti' Lvl.tir T- .F r,,, , -. 0 1 � FIAG!13 - 018 IGH WA +2.43 00 %^C r t rrukr Af4rl 0 11r ',IJ �:IWLr�F1Fi1T t,; 4 1.'o..:i".il'.T'01,1a�''l�QU.ta.�.,a� � � +1.52 0211 �UrVE' CQ ti � � a, c:r', j',%:J�rl,:5 ., It:l'. ;;,uN,�H il,ft:.r 41At' :F:"1,1 �O rM.,i x 03 li Ns 108 A': Pli'_y,:.,Eo IN A:'J';,r,,,.;Ju wrH la c., .i:FtJF Ff�.1,x; utot. .; I:l.r nr- J IANU '.Gi..tt: .d+..-rFu of tF:F r.F:v YpII >FAti �/ F:..:-ji F-`..f.N'.1 ':.tlU `.;1."�.vi Y: fiC. '1�`' C.-RT f If A'.1:1+. ^ y- i ��+3 �tf1 ir7 i.'L`'F:iiYlfa'., Y! _'__""=i{ FIs, a2 3•'11.321 '26;4p "rF1. � Fn' _'�A TMJ 'l11 i-�i,'.r:l.f�: F.r4 rYl-t+M I',r_ l;,'�'i-\.:T�`:'Ji<V[.Y V..I' t-:tif AR,9. S i ' fY r.;,a.1.AA.Y 1:) Pli. Cl:v[.MW.lnIAL AbF^err, AVJ t6 LSE I:NI'.G C,I�IT.tll„Y .Y+LIJ +'+ il'S ia:UNCa1tY �ulNc'i MAS CA (I'E L:LI�.It I:AIIV`.`, r.ERE'�N AFE P�uT ikNiuFL4t•u: +4.02 SA AO Ts°L p i h I.r tC'�n1'I,N Crz :iMUEpr_t;:J'.D ivt'�aRa;.taf5 LR FNLRCACIIVFNF°. :dt U O 4 ar +1.41 L Nftl Pl'hAr:> rHO'NN A:..) Ur.LN MUST liE LSL'A4,L;) It ^ UNLCRGNJU?,D r�3.ria*.6'Ol� '� 1':;'h'..':. ":?'-: ;,R 1 NO,,::_t1M� F v:,T i�p a,.:f �,I.,wl.. MIC ,aJ HOUSE 12.14 DEEDED PROPERTY LINTS' wv,:+ r,i5 cH Jrr.-J',•A-1.FA- o ; l �._. _. _.. .._ _ _ . _.. . _. .- ; t GIM•'J_I 'F, ; ;..A lj ' R.:t A .:'.I_C,rf ', ,�, c ?,N✓ U`;E >.'.0 F.F. EL - 12.5' tTIWSH(D GRADE l7 10.70 ! t'N74*36'2 W� F rSii ,. L.cl is T; .,..n'- nL 1 I:.^.11;tJ :.✓ r L'.r.0-. ;;Ftr, '.0 '.+!'S. 19.38 _..1...-f T oL: i':uc: r-I4:, rJc: rJ.Lu, n,.f. l.ra': ur,om,:s. ar.a Avr urr,F � PAP PT.ANM_ 11 MIN. OF) ':Ff 'Jr t-•ru•l i...LJ10rJ op INV. El,. 11 g :'t�zlibl,�I�i!i y MAP ?J01 iJl?>iil\., iaF. it.h;j 5'A ',A';D Pft='.J i FOUNDATION -10.4 1w. E). 1.000 GAL IW- 9.4�- �y LEACHING GALLEY +023 v L NOl ! 'vALlp LJf"f. W a SEPTIC TANK -9,2 ( 1 a1 6 ) / +0.44 +1.72 EL-7.2' f -0.22 -0.26 -0.26 -0.25 +4.00 1 j -D21 0 1 0HIGHEST EXPECTED GROUND WATER EL-4.Y SCC 4r -0.83 -0.79 -0.75 -0.80 -0.22 Q 0,p0, +0.33 . GROUND WATER EL-3.9' -0.84 r -134 -1.40 -1.45 -1.45 -0.61 -0.25 +2.12 -i-33 x -2.23 -2.23 -221 -2.35 ' -L19 -0.77 1 V -247 -2.49 -2.48 -2.47 -2.18 - -310 -251 -243 -2.43 -1.27 -0.27 +0.56 -3.09 -3.14 -2.51 -215 -3.50 -3.16 -2.411 i °- LOT COVERAGE INFO: 3.95 -3.53 545 RAMP-2.51 -z 53 -0.73 hfICHAEL K WICKS,--P-LS-'P.L S. #50390 -3.85 LOT AREA =17,813 SOST. -4.15 -3.53 3.2f _1.55 -0.26 1 UPLAND AREA (INCLUDING BUFFER) -14,308 SQ.FT. -4'15 -+•28 -3.85 3�{g -3.08 -227 +0.55 } I MICHAEL K. WICKS UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.Fr. DEEP HOLE 1:/K _ -2.56 -0.25 i BUFFER AREA -5,464 SQ.FT. -4 3.51 -3.11 -1'52 j LAND SURVEYING r WETLANDS AREA =3,500 SQ.FT. -4.77 -4.55 -4.25 v -4 -4.M -3.44 -2.52 -0.80 -0.33 f 200 BELLE VIEW AVENUE; e OF UPLAND COVERAGE -520 -5.55 -5.80 x'80 -4.55 -1.66 PROP. RESIDENCE =1,920 SQ.FT. (13.4%) ADDITIONAL INFO: -6.10 -725 _5.35 CENTER HORICHES. NEW YORK 11934 PROP. DECK =552 SQ.FT. (3.8%) 220 C.Y. OF FILL NEEDED FOR FRONT YARD -7.9 g -5.43 -214 -0.85 i VOICE. 631.874.0156 - FAX: 631.909.3845 PROP. PORCH -182 SQ.FT. (1.29:) 6Jr2T FLOATING Dod'0 �.r -2.45 1 ' www.wickst¢ndsurveyi�lg.com a TOTAL -2,654 SQ.FT. (18.5%) -5.75 -1.54 ' RECORDS OF RICHARD C. DRAKE ADDITIONAL INFO: tl!"=30' SURVEYED BY: DRAWN BY: SHEET: PROPERTY OWNER SAM DIMEGLIOS.S. 1 OF 1 i ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY -680 -2.15 B.W./S.S. -2.47 u V " 7,��n ENCS' D(lSr WATER MNN I� MACHINE q�°L�+ ZRIV� SITE PLAN + 4 STONE /FlLT;R FA ERIC. ' w t +8.' - +8.67'8.67' SOIL ° R3 +865ROPOSED° _ STORAGE AU3X.3+8.s3j'wo 78.oo0.�O S I T UA TE0 AT MATTITUCK ''( 5'MIN. - ^1\N, +e, rPROPOVERHEAD ECTRICTOWN OFSOUTHOLD DEPEND LP• P. SUFFOLK COUNTY, N,Y.LP,P-2 S.i L SURVEYED: FEBRUARY 21, 2018 �5.0 +6.75 LP. .� ADD. INFO: APRIL 23, 2018 LIMIT OF FlLL_ '- (+ '00) - -FILLING WILL ONLY HYDRO. SURVEY: SEPT. 24, 2018 51 10' Mlx� PROP�PORCFh' BE IN FROM YARD• REVISED: OCT. 17, 2018 '- ip'MI , TEST HOLE f, 16• pp pI6.0� +11.DOo 15'� OMIT OF FILL REVISED: SEPT. 17, 2019 NOT TO SCALE �� D.W, G. PROPOSED 7sGSTOOUT D.W. a/c Y I BEDROOM FRAME RESIDENCE D GENERATOR SLAB COMP. �1 LD GEOSCIENCE � L 14.5 0 a - a r` 11 ,r a. O' GRAD ELEV. 8.50' Q4 +4.65' FERTI ZER o -� -� BROWN LOAM OL V NON-FERTI ER46.0 O Q DEPEN 16.0 w +4.98' '1NRU_FLOW DECKING' 6 E DENT BROWN SILTY SAND SM G CL O GRASS + . - CERTIFIED TO: O w O - GRAVEL BELOW 12x46 +6.10 PALE BROWN FINE �1 S -"'-- 1_ SAMUEL J. DIMEGLIO JR. ��GRATE DECK 5' TO MEDIUM SAND SP JODI JACOBS UMR OF -6 ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010 a�\ asTUR E� P OPOSED 4 0,S� WOOD F�1GE w • CHICAGO TITLE INSURANCE COMPANY ry ~ F PRopa TANK ZONE X 3sw NOTES: 0 PEOPLE'S UNITED BANK N.A. V / $ 10' -4. $ 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 "< WATER IN PALE NSTAU.2' HIGH BROWN FINE TO Q y STAKED HAY BALES +425' SILT CE CAMBRIDGE STONE 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) J Q, CE U AREA WALL 99LF AT 50 3. THIS SURVEY WAS PREPARED USING A TRIMBLE a' 1 MEDIUM SAND SP G� 5O' WIDE NON-DI R +4.8 ' BUFFER UNE S3 ROBOTIC TOTAL STATION. �' �' c TION OF 4' 4, PROPERTY CORNER MONUMENTS WERE NOT SET AS 15 w o M yApE PATH TO BE PART OF THIS SURVEY. , io co DETERMINED IN 5. ELEVATIONS REFER TO NAVD 1988 DATUM. W FUTURE) + 81' 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00) 20' 9 - WATER ENCOUNTERED 4.8' BELOW SURFACE +3.09' FLOOD MAP DATA: MAP #: 36103CO482H =+ ZONE AE ( L ) {a the MAP DATE: SEPT. 25, 2009 o 5D'WE NON-DISTURBAN E UPPER EA FLOOD ZONE: AE (EL.6) & X Wv I & Ne O a STANDARD NOTES: WFLAG 4 .- RAG s FLAG Q7 � �W 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING O FLAG J5 1 � 1\�� 'n� 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A �I +2.91' 0 0. LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, N TIDAL W D tDARY- FLAGGED BY O CS SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. / CHUCK♦IAM TD C,A1 WEBER ASSOCIATES N ATES�) 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL �., toQ ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL > �G �3 - MARCH 018 02 WA +2 C 2 WORK AND OPINION. +1.52 w N$O2?f pp1g UNF (Q W 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP y • ' Q WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF U BU(/TN� 2 N6932 82 8 Q4,• A PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE •2S 9Q '}l,$ (/� C!) ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, H l 0 9 �> TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. Q +4.D2' CJA AO G 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. Q +. 0 Q• 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE +1.41 NY HOUSE 4 +S•Z9•.ZB'UY' IMPROVEMENTS KNOWN MUST OR ENCROACHMENTS NOT AL AYS AND OFTENBE ORT ARE ESHOWN. IFATHEUNDERGROUND J 12,14 DEEDED PROPERTY LJNE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. O 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO a F.F. EL 12.3' FINISHED GRADE EL 10.70 Nr4.38'26 1! THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE w 18,36 ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, O oo 1 4• Fr.MIN. 1' MIN. +1.16 POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. , 1 CONCRETE I 10.4r g COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED N FOUNDATION IN=. E} 1,000 GAL INV �L OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID COPY. v/ �.N SEPTIC TANK 9.4 INV.EE LEACHING GALLEY +0.23 w v) aw +0.44 +1.72 EL-7.2' -0.22 +4.00CL -0.26 -0.28 -0.25 a -021 04 HIGHEST EXPECTED GROUND WATER EL-4.2' -0.83 -0.79 -0.75 -0.22 AT Q \ / GROUND WATER EL-3.9' -0.80 -0.84 0 OO• +0.33 3 -1.34 -1.40 -1.45 -1.45 -1.33 -0.81 -0.25 J 1 `- +2.12 -2.23 -2.23 -2.21 -2.35 -2.47 -2.49 -2.48 -219 -0.77 -2.47 _2.18 \ 3 -3.10 -3.09 -2.51 -2.43 -2.43 -1.27 r,' y LOT COVERAGE INFO' -314 -2'51 - -2.15 - -oa7� +0.56 -3.50 -3.47 -3.18 2.51 -2.41 0.73 \� . ".� ,,•�'�.'.,. ,ti! .�� '•,:% v Mp LOT AREA =17,813 SQ.FT. -3.85 -3.95 '3.53 saal -2.53 �, MICHAEL' WICKS, P.L.S. #50390 E UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. -4.15 -4.28 -4.15 -3.53 _1.55 -0.26 y UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. -3.85 3�j65 _308 -2.27 BUFFER AREA =5,464 SQ.FT. DEEP HOLE C 1J -2.56 -0.25\ +0' MICHA L .K. WICKS WETLANDS AREA =3,500 SQ.FT. -4,77 -4.55 -4.25 -4.3: -3.51 -3.11 -1.52 \ 6 -4.65 _ LAND SURVEYING % OF UPLAND COVERAGE _5.20 -5.55 -5.80 -4.80 -4.80 _4.553.44 -2.52 -0.80 PROP. RESIDENCE =1,920 SQ.FT. (13.4%) ADDITIONAL INFO: _1.66 -033 200 BELLE VIEW AVENUE, E PROP. DECK =552 SQ.FT. (3.8%) 220 C.Y. OF FILL NEEDED FOR FRONT YARD -s.10 -7.25 _7.50 -5.35 -543 -214 gg CENTER MORICHES, NEW YORK 11934 PROP. PORCH =182 SQ.FT. (1.2%) Bx20FLAATING DOCK 90 -0.85 VOICE. 631.874.0156 - FAX. 631.909.3845 0 TOTAL =2,654 SQ.FT. (18.5%) -6.85 -2.45 www.wickslandsurveying.com a_ RECORDS OF RICHARD C. DRAKE -5.75 _1,54 o ADDITIONAL INFO: ��ss PROPERTY OWNER SAM DiMEGLIO _6.80 -215 SCALE: SURVEYED BY: DRAWN BY: SHEET: ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY 1"=30' B.W./S.S. J.W.W. 1 OF 1 -2.47 E _D E- pUBIrC WATER . wAOL� IJ o�1 W_+A29 RIVE SITE PLAN O 'fCcv O 0' o R — 330.00' L' SITUATE y AT MATTITUCK ELEcrnic PROP, O1�ERNEgp TOWN OF SOUTHOLD (�, g YcoSUFFOLK COUNTY, N Y. SURVEYED: FEBRUARY 2'1, 2018 co ADD. INFO: APRIL 23, 2018 0 SMR of FlLL HYDRO. SURVEY: SEPT. 24, 2018 0 REVISED: OCT. 17, 2018 M W 16.0 o — REVISED: SEPT. 17, 2019 PROPOSED HOUSE STAKED: DEC. 12, 2019 CONCRETE FouNonnoN FOUNDATION LOC. JULY 23, 2020 C. x O TOP WALL= 13.2. a y v 1 0 [} 0 y NOTES: � 46.0 - 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 n Q"Z7 C3 w 2. LOT AREA.=17,813 SQ.FT. (0.408 ACRE(S)) Q , 3. THIS SURVEY WAS PREPARED USING A TRIMBLE r t"4o S3 ROBOTIC TOTAL STATION. > }\ ~ WOOD o 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS N 3.5W PART OF THIS SURVEY. r� W ZONE X,\ 5. ELEVATIONS REFER TO NAVD 1988 DATUM. 3 +4.46' 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00)FLOOD MAP DATAti q �� STAKED HAY BALES +4.25 SILT FENCE p : o Q� 50' WIDE NON-DISTURBANCE BUFFER AREA +4.87' MAP 36103CO482H z MAP DATE: SEPT. 25, 2009 Y FLOOD ZONE: AE (EL6) & X +3.81' STANDARD NOTES: F O +3.09' 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING cn 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A ZONE AE EL. ( J , LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, J �+ SUE-DIVISION 2, OF NEW.YORK STATE EDUCATION LAW, p OFFER AREA 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL 2 50' WIDE NON-DISTURBANCE ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL w WORK AND OPINION; �.._...._ 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY.THAT THE MAP FLAG i4 • - —„,�,._---- G 7 y _•"”""""'FlAG 6 '� WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF C) PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N ,F .- RAG 5 ._.- ' 6 rz��W ':D ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC.THE CERTIFICATION IS N O +2.K # ca [� (� LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, "P p UNDARY -FLAGGED 0 (/] TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY,AND TO THE w ¶DAL TO- AM WEBER AS�IATB LLC) q LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. -f,✓ CHUCK HAM l(� ,� 1� S. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. a 0� �FTAG f3 MARCH ' 018 N/C�:WgTn, 12.43 p� �c., 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE m O� t1.S2 °?21?�UNE N ti (� NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND U ARE SHOWN. THE oo, X69�S,2.62"iI N"B'.29 0418 Q IMPROVEMENTS OR ENCROACHMENTS RE NOT COVERED BY THIS SURVEY. 9 �F=° #R^G 12 �, 32-32 sqp �1 94 j/1 THE PROPERTY 7.THE OFFSET I NES ARFOR SfORSA SPECIFIC PURPOSHOWN HEREON SE AND USE AtJp THEREFOREOM THE ES 70 24 / 4 ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, G1 A6 G POOLS, PATIOS PLANTING S,ADDITIONS TO BUILDINGS, AND ANY OTHER U 3 TYPE OF CONSI'RUCTIO g +4.O.T SA AID 3 0 O O- M COPIES OF TI IS S EY MAP NOT HEARING THE LAND SURVLYOR'S INKED 3 o^ S29*,26.01" O OR EMBOSSED EAL SHALL NOT BECQNSIDERED TO BE A VALID COPY. 12.14DEEDED PROPERTY Ll11TE 4 �i il. LOT COVERAGE INFO: �$ l.N74-36-25"W x 72-10•20->! 17s.ss' o L LOT AREA =17,813 SQ.FT. co U� i� MICHAEL K. WICKS, P.L.S. #50390 UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. `� Tn y UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. MICHAEL K WICKS 3 BUFFER AREA =5,464 SQ.FT. `* WETLANDS AREA =3,500 SQ.FT. & 4 ; LAND SURVEYING a % OF UPLAND COVERAGE w CERTIFIED T0: �� ® op e f r PROP. RESIDENCE =1,920 SQ.FT. (13.4%) ADDITIONAL 0: Sp�,� �y�,;;� 15 FROWEIN RD — SUITE E2 2 220 C.Y. OF FILL NEEDED FOR FRONT YARD ---SAMUEL J. DIMEGLIO JR. r 4N f`� CENTER MORICHES, NEW YORK 11934 E PROP. DECK =552 SQ.FT. (3.8%) ,v r°,,. y10DF LAND JACOBS t PROP. PORCH =182 SQ.FT. (1.2%) �• �.� ' VOICE: 631.874.0156 - FAX. 631.909.3845 ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010 .wickslandsurue o TOTAL =2,654 SQ.FT. (18.5%) CHICAGO TITLE INSURANCE COMPANY wwwRECORDS OF RICHARDyC. DRAKE ° ADDITIONAL INFO: PEOPLE'S UNITED BANK N.A. PROPERTY OWNER SAM DiMEGLIO �7ALE: SURVEYED BY: DRAWN BY: SHEET: ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY ` =30' M.W. J.A. 1 OF 1 J C, LOT COVERAGE INFO: SURVEY OF LOT AREA =17,813 SQ.FT. SEPTIC INFORMATION UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. DESCRIBED PROPERTY UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. ST I LP BUFFER AREA =5,464 SQ.FT. I A 21.5 140.5 SITUATE WETLANDS AREA =3,500 SQ.FT. B 46.7 33.5 AT MATTITUCK % OF UPLAND COVERAGE TOWN OF SOUTHOLD RESIDENCE -1,920 (13.4%) DECK =328 SQ.Fr. (2.3%) SUFFOLK COUNTY, N. Y. UPPER DECK =256 SQ.FT. (1.8%) SURVEYED: FEBRUARY 21, 2018 TOTAL =2,504 SQ.FT. (17.5%) ADD. INFO: APRIL 23, 2018 HYDRO. SURVEY: SEPT. 24, 2018 REVISED: OCT. 17, 2018 REVISED: SEPT. 17, 2019 PROPOSED HOUSE STAKED: DEC. 12, 2019 tit FOUNDATION LOC. JULY 23, 2020 Y .DLI L►p LTO T FINAL: SEPTEMBER 28, 2021 N -*849L w 17 Li- D .L' y -�W RI 11 ° +8.84' EXIST WATA W +8g�- w-_ W '10 IYy +8.6 +8.67' 3 O 0- rl = 30.0 0 = 78.0 ' oa "+ LP. P. E.P. qD 1/ DRQ AY P J 3 .4 S.7 LP. L E,P, F 00 tip; I i5 10.0 CLEAMOUT F E.P. POOLS INSTALLED W A 16.0 0 11.1 C� G,F,EL10.9N 7.8' 0 12.2 c 26.0 15.0 GAR, 8 2 STY• 60,50 ❑0 a FRAME RESIDENCE p a c C o FF.EL14.6 Q' ❑b LF-EL-6-0 46.0' 6.0'x 16.0' a x5.8 pO WOO DECK WOOD DECK In _C U WOOD FENCE UIG PROPANE O ZONE, X Q +4.25 4 +4.87' Q +3.81' 50'WIDE NON-DISTURBANCE BUFFER AREA LTI o +3.09'NOTES: t; h 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 -+. ZONE AE (EL. 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) S. THIS SURVEY WAS PREPARED USING_ A TRIMBLE S3 ROBOTIC TOTAL STATION. C`FLAG 18 - 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS - -•-•- d ° PART OF THIS SURVEY. W FLAG B4 �, .. .---�-._RAG # __.-.a.. �G #7 r, 5. ELEVATIONS REFER TO NAVD 1988 DATUM. O +2Q1;° FLAG g FLAG �6 ED BY O ' No .� TIDAL WKWILT BOUNDARY - RAGGED O q (n N � CHUCK W1MIL1'ON (AM WEBER ASSOCIATES LLC) MARCH 26, 2018 o o •FLA' G J3 HIGH Wq +2.43 �C e FLOOD MAP DATA: t +t.52 °2 21 '�UNE cO z MAP #: 36103CO482H M69.32'S2"W +1rSs. ?0je �. `• MAP DATE: SEPT. 25, 2009 eU'14 $ RAG2 32.32 2 .40 13 r4l FLOOD ZONE: AE (EL.6) & X �9'•� v G � � +4.0t A 2 SA ()0� 03 3 O J S290260 W �-, eq 12. 4 DEEDED PROPERTY LINEm cfl � t r 1V74036'25"W 19.36 N 72Y0'' 0'W 129.58' 7 N O N T N z DEEP HO L CREEK W C, 0 00 NOV 1 0 2021 Q TOWN O BUILDING SODUTH ' O � v 0 -0.33 c y -0.85 STANDARD NOTES: y d i. COPYRIGHT 2021 MICHAEL.K. WICKS LAND SURVEYING � 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED - v LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209• OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. •E SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW, / 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL '! K. W IcKs WORK AND OPINION. MICHAEL 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF vJ PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE / '4 t�,,,�I��c LAND SURVEYING m 'ASSOCIATION MITEDATONPERSONS FORONAL LAND WHOM THE BOUNDARY SURVEYHMAP ISIFiCAnON ISPREPA ED, jJ +� '"�"' L TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY, AND TO THE - * .,! w. �,� 15 FROWEIN ROAD - SUITE E2 E LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. , ��-' z, CENTER MORICHES, NEW YORK 11934 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. 1 VOICE: 631.874.0156 - FAX: 631.909.3845 4)° 6, THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE •%'.� NOT ALWAYS (MOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND A� ;as- w�uw.�.uickslandsurueyi�rg.com •� IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE \ 'V O O� RECORDS OF RICHARD C. DRAKE 1L IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. �!`\'aA• 510 �,J 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM'THE STRUCTURES TO �y THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE .Z. t� � ' SCALE: SURVEYED BY: DRAWN BY: SHEET: _ ARE NO'I INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, , � '•. n > POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER '^^�"" -- - 1 =XXL M.W. J.A. 1 OF 1 v NPE OF CONSTRUCTION. MICHAEL K. WICKS;P..- .S. #50390 v LOT COVERAGE INFO: STANDARD NOTES: I SURVEY OF LOT AREA =17,813 SQ.FT. 1. COPYRIGHT 2021 MICHAEL K. WICKS LAND SURVEYING UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. 2. UNALTERATION ADDITION TO THIS SURVEY MAP BEARING A DESCRIBED PROPERTY LICENSEDED LAND S SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. SUB-DIVISION 2, OF' NEW YORK STATE EDUCATION LAW. SITUATE BUFFER AREA =5,464 SQ.FT. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL WETLANDS AREA =3,500.SQ.FT. WORK ANDARE INE TRUE OPINON.�D CORRECT COPIES OF THE SURVEYOR'S ORIGINAL AT MATTITUCK. 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP % OF UPLAND COVERAGE WAS PREPARED IN ACCORDANCE WITH THF. CURRENT EXISTING CODE OF TOWN OF SOUTHOLD PRACTICE FOR'LAND SURVEYS ADOPTED BY THE NEW YORK STATE RESIDENCE =1,920 SQ.FT. (13.4%) ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS SUFFOLK COUNTY, N.Y. DECK =328 SQ:FT. (2.3%) LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE SURVEYED: FEBRUARY 21, 2018 UPPER DECK =256 SQ.FT. (1.8%) LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. TOTAL =2,504 SQ.FT. (17.5%) 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. ADD. INFO: APRIL 23, 2018 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE HYDRO. SURVEY: SEPT. 24,, 2018 MPROVF_M NTS T ALWAYS NOWN AND OR ENCROACFTEN HMENTS SS[ST ORnAREESHOWN ,SHOWN, THE REVISED: OCT. 17, 2018 SEPTIC INFORMATION IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. REVISED: SEPT. 17, 2019 ST LP 7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO PROPOSED HOUSE STAKED: DEC. 12, 2019 A 21.5 40.5 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, FOUNDATION LOC. JULY 23, 2020 B 146.7'133.5 P06LS, PATIOS PLANTING CONSTRUCTION. AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER FINAL: SEPTEMBER 28, 2021 REVISIONS:, DECEMBER 24, 2021 (SEPTIC) %1� 110.�- �L�' +8.84' EXIST. WATER N W +8,� O� AL +8.6 +8.67' C;. ? �Q Rb _ r A J: . o 330.00' L = 78.0 GRAVELB3A' t ,• c A( DRIVEWAY r VV 00 -A LP, MI.Pf p a y`1 S.T cli 3 I♦ w _ 40• LP. ( f.P, tib. 6,�• � STAIRS 0.9'E 10.0 sTAI �� co CLEAN5.3'x4.6' s E.P. POOLS INSTALLED W A 16.0 o GUT x11.1 g Sx9R2 G.REL10.9N 7.8' 0 12.2 c 26.0 15.0 CAR, B ROOF OVER 2 PLATFORM ❑ FRAME RESIDENCEB'Ok5.0' #2280 FREL.14.6 "�� ❑ (e LF.EL6.0 46.0' Q 6.o.x 16.0' .: TR >G5.8 O S I W DECK OVEE {N TRIX-TYPE zn NOTES: W sTalRs z2.z' �� cRavEiDeElow 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006f0 7.5'x10' 48.3 WOOD FEFTCE o 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) ti 1S 3. THIS SURVEY WAS PREPARED USING A TRIMBLEq W 0 ZONE X S3 ROBOTIC TOTAL STATION. t� USG PROPANE 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS +4.25' PART OF THIS SURVEY. 5. ELEVATIONS REFER TO NAVD 1988 DATUM. �� V +4.87' I"LOOD MAP DATA: o +3.81' 50'WIDE NON-DISTURBANCE BUFFER AREA MAP #: 36103CO482H �� o +3.09' MAP DATE: SEPT. 25, 2009 `r, FLOOD ZONE: AE (EL.6) & X ZONE AE (EL. ',) 0 a Ll 1 W FLAG #8 O ti o N w FLAG#4 _ -. FAG6 FLAG #7 _` a O a + ; RAG 5 TIDAL WETLAND BOUNDARY - FLAGGED BY Q a CHUCK HAMILTON (AM WEBER ASSOCIATES LLC) p q (�} m [yJ C) , 0 ai tJ1 j - MARCH 26, 2018 � Qti (�) T_� ' °' a� °� �ru+s #3 HI 1 W UN +2.43 0 " v) { c 0 � � +1.52 w %111 L +;� @ BU Ng9.32'S2"T+' N6s. ��18 f c^O -4 Ll1 __ "� o`, FLAG #2 32.32 26;4,0 1.84 &3 u ? cm is ' s U 0 '` +4.021 SA A 0 ok z h 1!1 I „ co o �✓�' C.r� rt7 W L , "M e EL:� 12. 4 DEEDED PROPERTY LINE _ N74'36'25"W '- N ° Q) � 19.86 N 72.10' 0 W 129.58' `" Lu Ll"'s'J r 5 ? a vi 4- V) V) ® N X ' U u, LL t� g c) 0 b W LL _=t 0 0. N w GO -DEEP Ho o -- L CREEK y N N i � tX CYj N :f O 1 0 IF CIO (� -0.33 3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED m OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. o O�p;3g® pQ' MICHAEL K. WICKS', P.L.S. #50390 0 :Q LAND Y MICHAEL K. WICKS Y LAND SURVEYING o r 15 FROWEIN ROAD - SUITE E2 E CENTER MORICHES, NEW YORK 11934 N GRAPHIC SCALE: 1 INCH = 30 FEET VOICE. 631.874.0156 - FAX.' 631.909.3845 m www.wickslandsurveying.com RECORDS OF RICHARD C. DRAKE °- 30 0 15 30 60 120 60 SCALE: SURVEYED BY: DRAWN BY: SHEET: 1"=30' M.W. J.A. 1 OF 1 i „ V ENGINEERS 61N INC. PLANNERS CONSULTANTS 305 NORTH OAKLAND AVENUE • P.O.BOX 450 NAPPANEE.INDIANA 4EE60 PHONE: 674-773-7976 WEB:WWW.NTAING.GOM FAX: 074-773-2732 September 24,2018 RC091918-48 Mr.Aaron Wolff Ritz Craft Corporation 15 Industrial Park Rd. Mifflinburg,PA 17844 RE: PERMIT SET MODEL 2437018-NY DERIVED FROM M0182-2014-115 Extension#10 SITE ADDRESS: 2280 Deep Hole Dr. Mattituck,NY 11952 Suffolk County Dear Mr.Wolff Issued herewith in response to your request received for approval of a permit set is the Factory Manufactured verification as authorized under Part 1209 of Title 19 NYCRR,Division of Code Enforcement and Administration. The derived permit set is indicated by the NTA,Inc.verified Amp,placed on the set of documents accompanying this letter. This approval is based on the N�'DOS Approved Building System. The design limitations for this approval are: Occupancy:Single Family Dwelling Construction Type:VB(Wood Frame Unprotected) Number of Stories:I Ground Snow Load(Pg):20 Seismic Design Category:B Basic Wind Speed(V ult):140 mph Climate Zone:5 Exposure Category:C Other: Furnace,Water Heater,HVAC onsite Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5. The Insignia Order Form(attached)can also be obtained from the NYS-DOS website. If you have any additional questions or comments regarding this matter please contact me at your convenience at(574)773-7975. Respectfully, Luke M. ehm Account Manager NTA,Inc. Cc:NYS-DOS,Don Thomas IM 002.3.32 NY Permit Set Approval Letter 2017-09-26 Page 1 of 1 REScheck Software Version 4.6.4 Compliance Certificate Verified by ProjectON ITNC 9/118 Energy Code: 2015 IECC derived from Ni OF NEyy approvedbuldingsystem ��QNQ�A.S' � O Location: Mattituck, New York 'Q Construction Type: Single-family * X14 Project Type: New Construction a Conditioned Floor Area: 2,563 ft2 rn l I W Glazing Area 12% Climate Zone: 4 (5331 HDD) 080526 Permit Date: Permit Number: °PFssioN Construction Site: Owner/Agent: Designer/Contractor: 2280 DEEP HOLE DR ALURE HOMES RITZ CRAFT MATTITUCK, NY 11952 15 INDUSTRIAL PARK ROAD MIFFLINBURG, PA 17844 Compliance: 6.8%Better Than Code Maximum UA: 367 Your UA: 342 Maximum SHGC: 0.40 Your SHGC: 0.32 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 Area Cavity Cont. Assembly or, U-Factor UA Perimeter Wall 1:Wood Frame, 16" o.c. 1,379 21.0 0.0 0.057 62 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 123 0.300 37 SHGC: 0.32 Door 1: Solid 22 0.140 3 Door 2: Solid 38 0.140 5 Door 3: Glass 100 0.300 30 SHGC: 0.32 Wall 3:Wood Frame, 16" o.c. 1,000 21.0 0.0 0.057 52 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 93 0.300 28 SHGC: 0.32 KNEE WALL:Wood Frame, 16"o.c. 237 15.0 0.0 0.077 18 ABOVE COLLAR: Flat Ceiling or Scissor Truss 969 38.0 0.0 0.030 29 SLOPED: Cathedral Ceiling 184 30.0 0.0 0.034 6 BEHIND KNEE WALL: Flat Ceiling or Scissor Truss 233 38.0 0.0 0.030 7 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,385 19.0 0.0 0.047 65 Project Title: Report date: 09/18/18 Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Aaron Wolff- deisgner 9-19-18 Name-Title Signature a'< Date Verified by 9 IM, Derived from NYDOS approved building system Project Title: Report date: 09/18/18 Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Nerd ie d Freld Uerrfied Pre Inspectron/Plan Review ompl"+`+�s' Comre ante/Assumptions' & ID p. Value: Ualue 103.11 Construction drawings and '°�� ❑Complies 103.2 documentation demonstrate 1`'❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable ; lenvelope represented on ik, ❑Not Applicable ;construction documents. " .y.. 103.1, ;Construction drawings and ❑Complies 103.2, .documentation demonstrate 1 = []Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems ❑Not Observable ; ;Systems serving multiple -° ❑Not Applicable :dwelling units must demonstrate ; compliance with the IECC Commercial Provisions. 30.11 Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 4037. _.sized per ACCA Manual S based Btu/hr ; Btu/hr U❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods ; approved by the code official. Btu/hr ; Btu/hr ❑Not Applicable ; Additional Comments/Assumptions: Verified by INC Derived from NYD OS approved building system 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 3 of10 Section. Foundation,lnspecfion Complies?" Comments/Assumptions iR Re 010, 303.2.1 A protective covering is installed to ;❑Complies [FO1112 protect exposed exterior insulation j❑Does Not and extends a minimum of 6 in. below ; ` ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [F0122 installed. ;❑Does Not ., ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Verified b 018 5 Derived from NYDOS approved building system 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 4 of 10 Section P4 Verified Meld VerIfietl W ;Framing`'/FYoughAn' Inspection r Complies? Comments/Assumptions• R +q IDV alue Value 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4ODoes Not ;table for values. [FR11 1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ❑Not Applicable [FR2]1 ; , I i t 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1. are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable , (taken from the default table. ❑Not App licable 402.4.1.1 ;Air barrier and thermal barrier ; ❑Complies ; [FR23]1 installed per manufacturer's le ❑Does Not � instructions. F.? ; ❑Not Observable ., j❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not 04 iAAMA/WDMA/CSA 101/LS.2/A440 , frorl Not Observable ' ;or has infiltration rates per NFRC ❑ s pproVed Ia e-5,v tem ❑Not A licable :400 that do not exceed code [ v Pp ;limits. 402.4.5 1IC-rated recessed lighting fixtures" ❑Complies [FR16]2 jsealed at housing/interior finish ❑Does Not Mand labeled to indicate :52.0 cfm leakage at 75 Pa []Not Observable ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 "insulated >= R-8 where duct is ° ❑Does Not >= 3 inches in.diameter and >= ❑Not Observable R-6 where < 3 inches. Supply and "return ducts in other portions of ,❑Not Applicable ;the building insulated >= R-6 for Idiameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3'3:5-;1 Building cavities are not used as ❑Complies [FRl"5]3 ducts or plenums. ❑Does Not El Not Observable ° ❑Not Applicable 403.4 ; ;HVAC piping conveying fluids ; R- R- ;❑Complies [FR1711 !above 105 °F or chilled fluids !❑Does Not below 55 °F are insulated to >_R- 3 ; ;❑Not Observable ( ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC r ❑Complies [FR24]1 (piping. ❑Does Not ❑Not Observable t ❑Not Applicable 403.5.3Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2...` >_R-3. I :❑Does Not ❑Not Observable ❑Not Applicable 403.6. Automatic or gravity dampers are `]❑Complies [FR19]2.° "installed on all outdoor air !❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1High Impact(Tier 1) 2 Medium Impact(Tier 2) 3F' Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 5 of 10 Additional Comments/Assumptions: Verified by 8 Derived from NYD S approved building system 1 High Impact(Tier 1) 2 ' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 6 of10 Section ' ' Plans Yerifretl Freld;lterr>freil Insulation Inspection Gamplres? Commen#s/Assumptwns & Etexf ID Value Value �° 303:1 All installed insulation is labeled ❑Complies [IN73j or the installed R-values ❑ Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, "Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 { ❑ Wood ;❑ Wood :❑Does Not table for values. [IN1]1 i❑ Steel ❑ Steel ❑Not Observable , ❑Not Applicable 303.2, ;Floor insulation installed per ` '❑Complies 402.2.7 ±manufacturer's instructions and -g" Not [IN2]1 i in substantial contact with the underside of the subfloor, or floor [:]Not Observable (framing cavity insulation is in El Not Applicable ; contact with the top side of s ;sheathing,or continuous & � B insulation is installed on the underside of floor framing and E extends from the bottom to the top'of all perimeter floor framing ` members. 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/i of the 'ElWood ;E] Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass LJ Observable [IN3]1 ;exterior,the exterior insulation ; j ;requirement applies(FR10). ❑ Steel ;E] Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per F ❑Com lies P [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑ Not Applicable Additional Comments/Assumptions: Verified 1)y IN 71..44- Derived from NYD(S approved buil.ding system 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 7 of10 Section Plans Verified "T' ield�Verified' # - Final li speetion`Prov�sions,� Complies? Cornments/Assumptions & Rej:ID Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood (❑ Wood i❑Does Not table for values. 402.2.2, ❑ Steel }❑ Steel ❑Not Observable 402.2.6 [FI1]1 '❑Not Applicable [ i 1 1 { i i 303.1.1.1, !Ceiling insulation installed per '❑Complies 303.2 manufacturer's instructions. ' ❑Does Not [FI2]1 ;Blown insulation marked every , 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2;3 ;Vented attics with air permeable Drdirs 'fla�O ❑Complies [Fi2212 insulation include baffle adjacent L�Pprc�„ed bind g �s � '❑Does Not ito soffit and eave vents that lextends over insulation. ❑Not Observable ; [ - - ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ❑Complies [17I311 "insulation >_R-value of the ❑Does Not adjacent assembly. ;❑Not Observable ' ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 Tach in Climate Zones 1-2, and i ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ❑Not Applicable :occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not ielther: Rough-in test:Total leakage measured with a ; -]Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handler .enclosure if installed at time of 3 :test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system including the manufacturer's air ; handler enclosure. 403.3.2.1 ,Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of ❑Does Not (design air flow. -�❑Not Observable - ❑Not Applicable 403.1:1 ;Programmable thermostats ❑Complies [FI9]z: �installed for control of primary ❑Does Not ;heating and cooling systems and initially set by manufacturer to 3[]Not Observable :code specifications. ., ❑Not Applicable 403.1:2 Heat pump thermostat installedE❑Complies [Fl 1012 on heat pumps. �'J❑Does Not f ❑Not Observable } j❑Not Applicable 403.5.1 ;Circulating service hot water ti ❑Complies [F(111? :systems have automatic or A❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 ' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 8 of10 Section ,, : ,o PlaseVerifietl FieldVerified Final inspection Provisions Comphes� Comments/Assumptions & Req.ID Value' Value 403.6.1 All mechanical ventilation system ❑Complies [F125'j2 Mans not part of tested and listed I '❑Does Not HVAC equipment meet efficacy j and air flow limits. ❑Not Observable ❑Not Applicable ; 403.2 f Hot water boilers supplying heat ❑Complies [FI26]2 _ ,through one-or two-pipe heating ❑Does Not +systems have outdoor setback 1 • control to lower boiler water � ❑Not Observable 'temperature based on outdoor ❑Not Applicable nj temperature. 403:5.1.1 Meated water circulation systems - ❑Complies [17128]2 j have a circulation pump.The V `❑Does Not system return return pipe is a dedicated '" ❑Not Observable return pipe or a cold water supply; pipe. Gravity and thermos- e ❑Not Applicable syphon circulation systems are ,not present. Controls for ;� IO circulating hot water system � 9� _, pumps start the pump with signal j for hot water demand within the }occupancy. Controls # , €1? 0 ;automatically turn off the pump [ �o� =ka�aptderg.sMem. a j when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 Icomply with IEEE 515.1 or UL ❑Does Not X515. Controls automatically ❑Not Observable adjust the energy input to the 6 = °heat tracing to maintain the ❑Not Applicable desired water temperature in the j piping. 403.5.2 ',Water distribution systems that ; ❑Complies [F130] have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation recirculation water t s system. Pump have controlsAl ;that manage operation of the pump and limit the temperature I of the water entering the cold 1 ;water piping to 104°F. t ' 403.5.4, Drain water heat recovery units ' j❑Complies [F131j2 tested in accordance with CSA ❑Does Not j B55.1. Potable water-side pressure loss of drain water heat ? ❑Not Observable I recovery units < 3 psi for ❑Not Applicable )individual units connected to one or two showers. Potable water- side pressure loss of drain water 3 heat recovery units < 2 psi for individual units connected to a lthree or more showers. 404.1 75%of lamps in permanent ( ❑Complies [FI611 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps." ❑Not Observable !,Does not apply to low-voltage lighting. ❑Not Applicable 404A,J, Fuel gas lighting systems have ( ❑Complies i [F123]3 Ino continuous pilot light. ❑Does Not � ]EINot ❑Not Observable Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 9 of10 Section: Plans Verified " .''Field Verified Final Inspection Provisions Value „ ltalue complies? �.CommentsLAssump>:ions° q.ED. 401.3.. Compliance certificate posted. Complies [FI1 ❑Does Not I )❑Not Observable ❑Not Applicable 303.3 . Manufacturer manuals for ❑ omplies [F118]3 mechanical and water heating JE]Coes Not ;systems have been provided. ' ❑Not Observable t I ❑Not Applicable Additional Comments/Assumptions: Verified by 9/25/2018 NC Derived rom NYDOS approved building system 1 High Impact(Tier 1)—+1 2 Medium Impact(Tier 2) 3'j Low Impact(Tier 3) Project Title: Report date: 09/18/18 Page 10 of10 2015 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 0.32 Door 0.30 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments Verified by 0 00 I r 9/25/201 N 14 d rivd from WDOS approved building system Job Truss Truss Type Qty Ply Ritz-Craft 212 92366 CCC94604 HINGED ATTIC 1 1 Universal Forest ProActs Inc.,Grand Rapids,MI 49525,Mike Patten 8.130 a Dec 12 2017 MiTek Industries,Inc. Fri Jun 22 09:09:412018 Page 1 of 2 Copyright 2018 Universal Forest Products, Inc.All Rights Reserved Verified by 1-1 13-8-3 0�0 32? 0 14-10-0 7 9/25/22018 O�5 8 g '1.30 - NC 6 W 10 SMH18K 4.90 12 ON 2 11 Derived from NYDOS 21 20 ,7-T 1. approved building system O. rn 2x4// SMH18D r n 6 12 n r; T 13� 5 �= _ a a la 12.00 1z - __ Cb 5x8— 19 15 14 6x8 Lh ph 1.5x4 see Note 13 ^V 3 ^06 0 8-0-0 6-8-8 t � m 9 o C 1.5x4 I I ms rs a3-s , 2 8-11 8 40 Pat BCLL 1 1 2x o , 10--0.12 1 16 Collar Detal See Note 13 x8 11 2x6 11 2x6 11 . 1-0-5 O-'P-8 , 4511 , 8-11-8161-0 _ 29-8-0 Plate Offsets(X,Y)—[1:0-3-9.0-Ml, 11:0-M 0-1-0 13:0-1-0 0-1-12 17:0-4-12 0.1-0 [18:0-44,0-1-01,r20:0-1-9,0-1-12I SPACING-:2-0-0 SPACING-:1-4-0 SPACING-:1-0-0 CSI. DEFL. in Ooc) I/deft Ud PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) plate Grip DOL 1.15 TC 0.74 Vert(LL) 0.66 14-15 >262 240 MT20 197/144 TCLL 23.7" TCLL 35.6" TCLL 47.4" Lumber DOL 1.15 BC 0.98 Vert(CT) -0.75 14-15 >231 180 MT18HS 1971144 (Ground Snow=40.0) (Ground Snow--60.0) (Ground Snow--80.0) Rep Stress Incr YES WB 0.61 Horz(CT) -0.86 19 n/a n/a TCDL 10.0 TCDL 15.0 TCDL 20.0 Code IBC2015rrP12014 Matrix-R Weight:159 lb BCLL 0.0 BCLL 0.0 ' BCLL 0.0 ' ISC2012rrP12007 FT=O% BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 53-15 oc pudins. [P] T2:2x6 SPF 1650F 1.5E,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x10 SP DSS*Except' JOINTS 1 Brace at Jt(s):20 B2:2x8 SPF No.2 WEBS 2x4 SPF Stud*Except* W3:2x6 SPF No.2,W6:2x3 SPF Stud,W4:2x6 SPF 2100F 1.8E REACTIONS. (Ib/size) 1=143810-3-8 (min.0-24),16=200/Mechanical,19=31/Mechanical,15=2181Mechanical,13=972/0-3-8 (min.0-1-9) Max Horz1=905(LC 1),13=-905(LC 1) Max Upliftl=-736(LC 9),16=293(LC 9),15=138(1_C 7),13=-575(LC 10) Max Gravl=1438(LC 1),16=614(LC 14),19=31(LC 1),15=276(LC 16),13=998(LC 16) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=A408/388,2-3=-1441/575,34=1324/1039,4-5=-1157/1042,5-21=-1011/1053,6-21=-983/1057,6-7=-196/53,7-8=-273/271,8-9=-282/229 ,9-22=-287/168,10-22=-2881142,10-11=-97611024,11-12=9701947,12-13=1142/953 BOT CHORD 1-18=-4/2,17-18=2/1,16-17=0/0,14-15=0/0,13-14=010 WEBS 3-17=-350/885,4-19=0/0,2-18=-244/251,11-14=-3131352,6-20=-1134/1452,10-20=-1020/1381,8-20=-512/382 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 5=1129/1042/171/0,6=1134/1452/233/0,7=268/277/28310,8=512/382/37/0,9=283/2101252/0,10=1020113811241/0,14=313/352/0/0 NOTES- 1)Wind:ASCE 7-10;Vult=152mph(3-second gust)Vasd=120mph @24in o.c.;TCDL=3.Opsf;BCDL=3.Opsf;(AIL 180mph @16in o.c.;TCDL=4.5psf; BCDL=4.5psf);(Alt.180mph @12in o.c.;TCDL=6.Opsf;BCDL=6.Opsf);h=30ft;Cat.II;Exp C;enclosed;MWFRS(envelope)gable end zone and C-C E-signed by Kevin Freeman Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)•'TCLL:ASCE 7-10;Pg=40.0 psf(ground snow);Ps=varies(min.roof snow--23.7 psf)see load cases;Category II;Exp C;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. ••�� 5)Special provisions shall be made by the building designer to allow for-0.86in of horizontal movement due to live load and-0.86in due to total load. �� • A_. 6)All plates are MT20 plates unless otherwise indicated. • 6Q '0v'' 7)See HINGE PLATE DETAILS for plate placement ; 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 9)All additional member connections shall be provided by others for forces as indicated. k �f •;,* 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bott chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 736 Ib uplift at joint 1,293 Ib uplift at joint 16,138 Ib uplift at join „ � 15 and 575 Ib uplift at joint 13. 13)Provide support to resist horizontal reactions of 905 Ib at joint 1 and 13 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. D 15)Attic room checked for U360 deflection. (1 nn•'AA• v The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this ✓f YMl— All— document,not necessarily the current state building code.The engineering seal is not an approval to use in a specfc state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 6/25/2018 ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364.6161 FAX(616)-365-0060 GRAND RAPIDS,M149525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amedca and Truss Plate Institute Recommendation available from WrCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe Job Truss Truss Type Qty Ply Ritz-Craft 212 92366 CCC94604 HINGED ATTIC 1 1 Universal Forest Pro cts Inc.,Grand Rapids,MI 49525,Mike Patten 8.130 a Dee 12 2017 MiTek Industries,Inc. Fri Jun 22 09:09:412018 Page 2 of 2 CopyrightU2018 Universal Forest Products, Inc.All Rights Reserved 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 17)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 18)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 19)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANSI/TPI 1 Veri i£€ ll. 9 1 N 25 Derived from i DOS approved building system The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be wt or modified without approval of the truss design engineer. PHONE(616)-3646161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 ' This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WiCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe UNIVERSAL FOREST PRODUCTS,INC. Job Truss Cuslamer MFG 92366 CCC94604 RITZ-CRAFT 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. rrprir91pr1►rrr� `"�aunnhrgrr�' ` ��r F COIyIy/iri�i �o°° OF,MAR}:�•,,� OF0. F . �, v a �' `N° FA $ `�. F �Gs =`�.r 2': �oC'" KEVIN W. �� F2� FR AVIAN •�; o I r •.s. �Q ,•C�'��, ! urnprnpla" C7 ��'" C{k! r. N p iomil ,nirioalion.lherebymrt8ythat �, ' ♦.•.• iQ ese documents were prepared ar approved �� "V by me,and that I am a duty licensed professional :I�i.,011 luck `4,0 LicameNo.er 25531,r the 1a-of the EcP ationDatee10202018of 4 R' �FEs.S10N , �i KEVIN W. FREEMAN o>x�rpdunur4rrrOF VEq``%ij` AI-TSI Q 4`'pOaS ia.4 , Q:'`x �jj�•j1i� l- ftl� No. 7445 ? Y N .8024 �J ' swrk STFru - KEVIN _`FREE AN ENs ESSIQNAL ENGINEER Np,L �;•`', :. rprrutEtru�rj SL Y rFR•FF'�; 91 Verified by �.VI RGA NAL �►�`�� INC C�erived from NYDOS approved building system Corporate Engineering 2801 East Beltline,NE Grand Rapids,MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 Job Truss Truss Type Qty Ply Ritz-Craft 212 92366 CCC93505 ROOF TRUSS 1 1 Universal Forest Prgducts Inc.,Grand Rapids,MI 49525,Mike Patten 8.130 a Dec 12 2017 MiTek Industries,Inc.Thu Jun 21 10:02:13 2018 Page 1 of 2 Copyright 2018 Universal Forest Products, Inc.All Rights Reserved 6-11-13 8-1-8 6-8-8 �� l 4-3-5 4 5�-S r 10 Wi 4 3?7 p 2x4 10-0-12 5 g Collar Detail 2 Iy 7 17. 12.00 F12 � 3 0 SMH18K 4.90L12 14 13 2x4// �.B 8 T rn ya A SMH18D 9 ^bl 1 10 d _ b B2 T I� a�= 5x8= 11 12 6x8 6-10-5 013TO 8-0-0 1 6-8-8 21-9-13 Plate Offsets(X,Y)—[7:0-M,0-1-01,[9:0-M,0-1-121 SPACING-:2-M SPACING-:1-4-0 SPACING-:I-M CSI. DEFL. in (loo) Well L/d PLATES GRIP LOADING(psf) LOADING(psi) LOADING(psf) Plate Grip DOL 1.15 TC 0.77 Vert(LL) 0.45 10-11 >378 240 MT20 197/144 TCLL 23.7'• TCLL 35.6•' TCLL 47.4" Lumber DOL 1.15 BC 0.74 Vert(CT) -0.58 10-11 >297 180 MT18HS 197/144 (Ground Snow=40.0) (Ground Snow=60.0) (Ground Snow-80.0) Rep Stress Incr YES WB 0.56 Horz(CT) 0.08 9 n/a n/a TCDL 10.0 TCDL 15.0 TCLL 20.0 Cade IBC20151rP12014 Matrix-R Weight:77 Ib BCU_ 0.0 ' BCLL 0.0 ' BCLL 0.0 ' IBC20121rP12007 FT=0 BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] T1:2x6 SP No.1,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applie�gr 3&bVcing. BOT CHORD 2x6 SP DSS'Except' YY B2:2x8 SPF No.2 WEBS 2x4 SPF Stud*Except* W3:2x3 SPF Stud 9/25/2018 REACTIONS. (Ib/size) 9=729/0-3-8 (min.0-1-8),1=244/0-7-0 (min.0-4-10),11=631/Mechanical,13=407/Mechanical INC,x Horz 1=-419(LC 7) 1@ 9� Max Uplift9=-551(LC 10),1=481(LC 10),11=-443(LC 10),13=-114(LC 9) Derived from IdYDOa Max Grav9=731(LC 15),1=289(LC 14),11=643(LC 15),13=584(LC 7) approved building system FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 4-14=-0/523,5-14=38/518,5-6=-64/513,6-7=-276/588,7-8=-274/474,8-9=-554/541,1-2=-230/533,2-15=-164/569,3-15=-24/581,3-4=-120/293 BOT CHORD 1-13=-4/23,11-12=010,11-16=2441256,16-17=-244/256,10-17=244/256,9-10=244/256 WEBS 7-10=-135/281,6-11=-4881467,3-13=-541/103 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear Ob)/Maximum Moment(Ib-in) 2=217/5591302/0,3=541/10310/0,4=105/524/452/0,5=55/517/139/0,6=488/467/0/0,10=135/281/010,11=488/467/0/0.13=541/103/54110 E-signed by Kevin Freeman NOTES- 1)Wind;ASCE 7-10;Vult=152mph(3-second gust)Vasd=120mph @24in o.c.;TCDL=3.Opsf;BCDL=3.Opsf;(Alt 180mph @16in o.a;TCDL=4.5psf; BCDL=4.5psf);(Alt.180mph @12in o.a;TCDL=6.Opsf;BCDL=6.0psf);h=30ft;Cat.11;Exp C;enclosed;MWFRS(envelope)gable end zone and C-C Extedor(2)zone;C-C for members and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ..• 2)••TCLL:ASCE 7-10;Pg=40.0 psf(ground snow);Ps=varies(min.roof snovr-23.7 psf)see load cases;Category II;Exp C;Partially Exp.;Ct=1.1 J rI 3)Roof design snow load has been reduced to account for slope. �(/.� ` SQ %'9 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for farces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-B-0 tall by 2-0-0 wide will fit between the botto chord and any other members,with BCDL=10.Opsf. 11)Bearing at joint(s)1 considers parallel to grain value using ANSI1rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 551 Ib uplift at joint 9,481 Ib uplift at joint 1,443 Ib uplift at joint F pE C,y 11 and 114 Ib uplift at joint 13. ••. ,%7The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this SS�ONAI-* document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 6/25/2018 ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-3650060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting farces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI 1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:lsupportWlitekSupp\templates\ufp.tpe Job Truss Truss Type Qty plyRitz-Craft 212 92366 CCC93505 ROOF TRUSS 1 1 Universal Forest Pr ucts Inc. Grand Rapids,MI 49525,Mike Patten 8.130 a Dec 12 2017 MiTek Industries,Inc.Thu Jun 21 10:02:132018 Page 2 of 2 Copyright(c2018 Universal Forest Products, Inc.All Rights Reserved 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 15)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 16)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 17)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANSIrrPI 1 Veli i ll d by 6� 9/25/2018 Derived from NYDO approved building system The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-3646161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WiCA,6300 Enterprise LN,Madison,WI 53719 J:\supportvditekSupp\lemplates\ufp.tpe UNIVERSAL FOREST PRODUCTS,INC. Job Truss Customer MFG 92366 CCC94605 RITZ-CRAFT 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. �rrr�Qt1►1i1I11f1�1/�+, ,,`��xtiuuuuy�►►►� �i F G�N/V '�i ,o`` OF Mq9 ''o OF U F N E �,., o•, .. F •., ,,.,�� w.•FRF.y� - �.�, w�- .9 o` � ' \N.• SAF O�/i��i �`'hQ.�S� �v•y: 9n.. �P W FRF ,Y. c . KEVIN: W. �.y� . . FR • - :moo. .w; • yOl �.�1� � pbnl�t»P`"� Pro onai CeMmUon,t hereby cMfij that n ST SJ) -•��•/RA. I.—da w t'prapared or approvedsed '�'' '�Ojj11►I� �++, Luse u erthe a—of the Oat to uno o e' AL. . QFESSIQN" �rtivlululY»>>� KEVIN W :FR'EEMAN o+8OF VE,q'``�.,: A?- p w •J !+ ` No. 7445 N .8024 KEVIN FtE AN I TERED �'. '• ,ENS . '��°� .. ',ESSIONAL ENGINEER ''�.;S�ONp�E� CIVIL +'��nnnmrwr 4, Ey". RF Oi ��•!G,S TER• �!/Lj��i 91 Verified by 9125121 Innrinrrr 1C �. Derived from NYDOS approved building systems Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 Job Truss Truss Type Oty Ply Ritz-Craft 212 92366 CCC94606 HINGED ATTIC 1 3 Universal ForestP oducts Inc.,Grand Rapids,MI 49525,Mike Patten 8.130 a Dec 12 2017 M7ek Industries,Inc. Fri Jun 22 09:13:28 2018 Page 1 of 2 CopyrightUc2018 Universal Forest Products, Inc.All Rights Reserved Verified by 1-1-1 13-8-3 0 0 3z 0 14-10-0 7 NP 9/25^1+201 qty 8 9 11� 4.90 12 { W SM 18K 6 10 Derived from NYDOS 0 25 20 -3-;� 6 11 1? -approved building system CY Se Note 2x4//° SMH18D r 16 6 M 12 10 12.00 12 5 °' 13 n _ 4vvJ 1:32 I;Z _ 19 15 14 O = h 5x8= 6x8;t See Note 14 1. x4 II 3 0_ 0 8-0-0 6-8-8 tx' n 23 q o m 1. x4 II °' 0-0-5 r 2 8-11-8 40 psf BCLL 2X441 D 1 1 10-0-12 Y�L 18 A 16 CollarDetad See Note 14 11. 5x8 112x6 II 2x6 II L5, a 4511 8-11-8 , 15.1-0 29-8-0 Plate Offsets — 1:0-5-0Ede f11:0-0-0,0-1-01, 13:0-1-1 0-2-4 17:0-4-0.0-1-01,F18:0-4-12,6A-01,[20:0-1-9,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Ud PLATES (Ground Snow40.00)) Lumber DOL 1.15 GRIP TOLL 23Plate Grip DOL 1.15 TC 0.71 Vert(LL) 0.26 16-17 >657 240 MT20 197/144 TCDL 10.0 Rep Slress,lncr YES BC 0.57 Vert(CT) -0.37 16-17 >464 160 MT18HS 197/144 BCLL 0.0 Code IBC2015/rP12014 WB. 0.20 Horz(CT) 0.79 19 n1a n/a BCDL 10.0 IBC2012/TPI2007 Matrix-R Weight:476 Ib FT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. [P] T2:2x6 SPF 1650F 1.5E,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M cc bracing, Except: BOT CHORD 2x10 SP DSS*Except* 6-0-0 cc bracing:1-18. B2:2x8 SPF No.2 JOINTS 1 Brace at Jt(s):20 WEBS 2x4 SPF Stud*Except* W3:2x6 SPF No.2,W6:2x3 SPF Stud,W4:2x6 SPF 2100F 1.8E REACTIONS. (Ib/size) 1=354710-3-8 (min.0-1-14),16=816/Mechanical,19=31/Mechanical,15=8/Mechanical,13=1052/0-3-8 (min.0-1-8) Max Horz1=1653(LC 1),13=1653(LC 1) Max Upliftl=-2076(LC 8),16=-447(LC 8),15=-106(LC 14),13=589(LC 9) Max Gravl=3547(LC 1),16=1099(LC 3),19=31(LC 1),15=118(LC 5),13=10BO(LC 15) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-3480/1721,2-21=-313411548,2-22=2344/1728,22-23=-1944/1581,3-23=168011445,3-24=-3064/1987,4-24=2768/1861,4-5=1777/884,5-25=1631/896,6-25=1603/900, 6-7=•63/175,7-8=-315/883,8-9=-324!789,9-26=-328f722,10-26=329!720,10-11=1619/1009,11-12=-177211044,12-13=18631985 BOT CHORD 1-18=-8/0,17-18=-4/6,16-17=0/0,14-15=0/0,13-14=010 WEBS 3-17=-218311319,4-19=0/0,2-18=23/1245,11-14=-971438,6-20=-2414/1390,10-20=2472/1452,8-20=-163/415 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression Ob)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 5=1749/885/608/0,6=2414/1390/194/0,7=309/890188710,8=198/501/4710,9=325/798/449/0,10=247211452/196/0,14=97/438/0/0 NOTES- 1)3-ply truss to be connected togetherwith 10d(0.131"x3")nails as follows: Tap chords connected as follows:2x6-3 rows staggered at 0-4-0 cc,2x4-1 row at 0-9-0 cc. Bottom chords connected as follows:2x10-2 rows staggered at 0-9-0 cc,2x8-2 rows staggered at 0-9-0 cc. E-signed by Kevin Freeman Webs connected as follows:2x4-1 raw at 0-9-0 cc,2x6-2 rows staggered at 0-9-0 cc,2x3-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. NN F 3)Wind:ASCE 7-10;Vult=152mph(3-second gust)Vasd=120mph;TCDL=3.Opsf;BCDL=3.Opsf;h=30ft;Cat II;Exp C;enclosed;MWFRS(envelope)gable � . •..•.��F end zone;Lumber DOL=1.60 plate grip DOL=1.60 V •. 4)••TCLL:ASCE 7-10;Pg=40.0 psf(ground snow);Ps=varies(min.roof snovr-23.7 psf)see load cases;Category II;Exp C;Partially Exp.;Ct=1.1 •• ` s0 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. 7)All plates are MT20 plates unless otherwise indicated. *; •: 8)See HINGE PLATE DETAILS for plate placement. 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 10)All additional member connections shall be provided by others for forces as indicated. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the botto chord and any other members. OF DEl P`•rte= 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2076 Ib uplift at joint 1,447 Ib uplift at joint 16,106 Ib uplift at joi 15 and 589 Ib uplift at joint 13. p A The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this ,DNAL document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 6/25/2018 ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST RAPIDSBELTLI, M RD,NE PHONE(616)-364-6161 FAX(616)-365.0060 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,VVI 53719 J:\support\MitekSuppltemplateslufp.tpe Job Truss Truss Type Qty Ply Ritz-Craft 212 92366 CCC94606 HINGED ATTIC 1 3 Universal ForestP oducts Inc.,Grand Rapids,MI 49525,Mike Patten 8.130 a Dec 12 2017 MiTek Industries,Inc. Fri Jun 22 09:13:28 2018 Page 2 of 2 Copyright(S) Universal Forest Products, Inc.All Rights Reserved 14)Provide support to resist horizontal reaction of 1653 lb at joint 1 and 13 15)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1223 Ib down and 755 Ib up and 628 Ib right at 8-4-0, 392 lb down and 253 Ib up at 0-M,386 Ib down and 255 Ib up at 2.6-0,and 386 Ib down and 255 Ib up at 4.6-0,and 386 Ib down and 255 Ib up at 6-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)Attic room checked for L/360 deflection. 18)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 19)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports. All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 20)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANSI/TPI 1 Verified by 9 > Derived from NYDOS approved building system The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSupp\templates\ufp.tpe (N UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer MFG 92366 CCC94606 RITZ-CRAFT 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. `,��ti11111111rr/a��,, tttttttttF°MU!<<q�� F N E coni o • AR of ,yRt� �o WY ° 4r . F "'.•�` ter- �.��P•�� F �� a� vii• R� .� .,� �i••2o �� F2.�G �'�rte, �ti•= - moo= G � �� •� _ ''_ KEVIN, W. FR MAN *: 2 . ...�3 �` A No. a �r09 ., 1 enal Certification.I hereby eendy that l S i LG�� 8St)�J•- �.V ' e•••• _�`t, ° ese documents—prepared or approved by me,and thns at I am a duly licensed professional 7 1 Y^;ALS� ce251aon120InseN 533,EFp oDate:012201B O `g F6SS10 �. �,+��>Alllllirldt/��tl KEVIN W. FREEMAN °o`` 0r VE•4' '•,,�, � ? p, �� • F Q .�. Q r b ` A No. 7445 N .8024 c C) Y U '- KEV1N T, EUIt1N ISTEREp +. ••cENS • Ca��°• ESSIONAL EWINEERZONAL CIVIL '7��rnrnuo+��` ' �SS�Q NAL �n�►wllrrr� ` ISLE y °°``�� Gds T ER•F/q��'�; 91 Verified by Via 1NC Derived from NYDOE approved bu lding system Corporate Engineering 2801 East Beltline,NE Grand Rapids,MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 Project:2437018C page W Curt Zimmerman ..Ritz Craft Corporation c15 Industrial Park Rd of Mifflinburg,PA 17844 StruCalc Version 10.0.1.6 7/23/2018 4:29:46 PM Location:HDR1 (W:TRUSS CCC94604,PT:GIRDER) Location:HDR5(W:TRUSS CCC94604,PT:GIRDER) Multi-Loaded Multi-Span Beam Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] [2015 International Residential Code(2015 NDS)] 1.5 IN x 9.25 IN x 6.52 FT (2)1.5 IN x 11.25 IN x 11.33 FT 2.0 E-LVL-Murphy 2.0 E-LVL-Murphy Section Adequate By: 13.8% Section Adequate By:4.9% Controlling Factor:Shear Controlling Factor:Shear Location:HDR2(W:TRUSS CCC94604,PT:GIRDER) Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] 1.5 IN x 9.25 IN x 6.92 FT 2.0 E-LVL-Murphy Section Adequate By:25.8% Controlling Factor:Shear OF NEdy NOMAS O,A Location:CLB1 (W:TRUSS CCC94604,PT:RCB1 &GIRDER) p Multi-Loaded Multi-Span Beam �r Q [2015 International Residential Code(2015 NDS)] r- O < 0= (2)1.5 IN x 24.0 IN x 16.58 FT 2.0 E-LVL-Murphy m Section Adequate By:4.1% Controlling Factor:Moment 080526 U 9OPES S10 Location:CLB2(W:TRUSS CCC94604, PT:GIRDER) Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] 1.5 IN x 7.25 IN x 3.25 FT 2.0 E-LVL-Murphy Verified by Section Adequate By:32.1% Controlling Factor:Shear Location:RCB1 (W:TRUSS CCC94604,PT:GIRDER) 9/25/ 2018 Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] INC (4)1.5 IN x 14.0 IN x 32.59 FT(10.9+21.6) 2.0 E-LVL-Murphy Derived from WOO Section Adequate By:55.3% approved building system Controlling Factor:Deflection Location:HDR4(W:TRUSS CCC94604,PT:GIRDER) Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] 1.5 IN x 9.25 IN x 3.73 FT 2.0 E-LVL.-Murphy Section Adequate By:23.7% Controlling Factor:Shear Location: HDR3(W:TRUSS CCC94604,PT:GIRDER) Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] (2)1.5 IN x 7.25 IN x 3.73 FT 2.0 E-LVL-Murphy Section Adequate By:30.9% Controlling Factor:Shear page Project:24370180 �� ' Curt Zimmerman Location:HDR1 (W:TRUSS CCC94604,PT:GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam M 15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] Mifflinburg,PA 17844 1.5 IN x 9.25 IN x 6.52 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By: 13.8% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN U816 Dead Load 0.04 in Total Load 0.14 IN U579 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B 7 Live Load 1381 Ib 2053 Ib Dead Load 563 Ib 843 Ib Total Load 1944 Ib 2896 Ib Bearing Length 1.73 in 2.57 in BEAM DATA Center Span Length 6.52 ft Unbraced Length-Top ' 0 ft 6.52 ft Unbraced Length-Bottom 6.52 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Admusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 3 plf Cd=1.00 CF=1.05 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 760 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 320 Ib Comp.-L to Grain: Fc--I-= 750 psi Fc-1'= 750 psi Location 5.7 ft Controlling Moment: 3426 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 3.52 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 392 plf 536 plf Controlling Shear: -2356 Ib Left Dead Load 156 plf 213 plf At a distance d from right support of span 2(Center Span) Right Live Load 392 plf 536 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 156 plf 213 plf Load Start 0 ft 5.7 ft Comparisons with required sections: Read Provided Load End 5.7 ft 6.52 ft Section Modulus: 12.65 in3 21.39 in3 Load Length 0.M.9909999999999 ft Area(Shear): 12.19 int 13.88 in2 Moment of Inertia(deflection): 43.64 in4 98.93 in4 Moment: 3426 ft-Ib 5791 ft-Ib Shear: -2356 lb 26831b NOTES OF N& Y CN°MAS 0 Verified by Co,� ° C7 080526NC, ARQFES S10 Derived from NYDO approved building system . page Project:2437018C ` Curt Zimmerman Location:HDR2(W:TRUSS CCC94604,PT:GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam k . `' 15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] fig �Mifflinburg, PA 17844 1.5 IN x 9.25 IN x 6.92 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:25.8% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN L 735 Dead Load 0.05 in Total Load 0.16 IN U522 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B 1 Live Load 1416 Ib 2131 Ib Dead Load 577 Ib 876 Ib Total Load 1993 lb 3007 Ib Bearing Length 1.77 in 2.67 in BEAM DATA Center Span Length 6.92 It Unbraced Length-Top 0 ft 6.92 h Unbraced Length-Bottom 6.92 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 3 plf Cd=1.00 CF=1.05 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 760 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 320 Ib Comp.-L to Grain: Fc- = 750 psi Fc--L = 750 psi Location 6.4 ft Controlling Moment: 3601 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 3.6 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 392 plf 536 plf Controlling Shear: -2132 Ib Left Dead Load 156 plf 213 plf At a distance d from right support of span 2(Center Span) Right Live Load 392 plf 536 pif Created by combining all dead loads and live loads on span(s)2 Right Dead Load 156 pif 213 pif Load Start 0 ft 6.4 ft Comparisons with required sections: Read Provided Load End 6.4 ft 6.92 ft Section Modulus: 13.3 in3 21.39 in3 Load Length 6.4 ft 0.52 ft Area(Shear): 11.03 1n2 13.88 in2 ,Moment of Inertia(deflection): 48.45 in4 98.93 in4 Moment: 3601 ft-Ib 5791 ft-Ib Shear: -2132 Ib 2683 lb NOTES Of NE(ry �Q OMAS 0 Verified by Q uJ a A ( ,p 080526 �!i? RopesSi� A Derived from NYDOS approved building system page Project:2437018C " � z,,�CurtZimmerman KLocation:CLB1 (W:TRUSS CCC94604,PT:RCB1 &GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam ""` 15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] 'MifFlinbur , PA 17844 (2)1.5 IN x 24.0 IN x 16.58 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:4.1% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.26 IN U759 Dead Load 0.13 in Total Load 0.40 IN U501 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 8091 Ib 5800 Ib Dead Load 4395 Ib 3079 Ib Total Load 12486 Ib 8879 Ib Bearing Length 5.55 in 3.95 in BEAM DATA Center Span Length 16.58 ft Unbraced Length-Top 0 ft 16.68 ft Unbraced Length-Bottom 16.58 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 18 plf Bending Stress: Fb= 3100 psi Fb'= 2736 psi Total Uniform Load 18 plf Cd=9.00 CF=0.88 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One* Two Cd=9.00 Live Load 7977 Ib 773 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 3615 Ib 326 Ib Comp.-L to Grain: Fc- I = 750 psi Fc--L = 750 psi Location 5.9 ft 9.65 ft Controlling Moment: 63063 ft-Ib *Load obtained from Load Tracker.See Summary Report for details. 5.97 Ft from left support of span 2(Center Span) TRAPEZOIDAL LOADS-CENTER SPAN Created by combining all dead loads and live loads on span(s)2 Load Number One Two Controlling Shear: 11295 Ib Left Live Load 330 plf 299 plf At a distance d from left support of span 2(Center Span) Left Dead Load 251 plf 165 pif Created by combining all dead loads and live loads on span(s)2 Right Live Load 330 pif 299 pif Right Dead Load 251 plf 165 pif Comparisons with required sections: Read Provided Load Start 0 ft 5.9 ft Section Modulus: 276.55 in3 288 in3 Load End 5.9 ft 16.58 ft Area(Shear): 58.42 int 72 int Load Length 5.9 ft 10.68 ft Moment of Inertia(deflection): 1653.99 in4 3456 in4 Moment: 63063 ft-Ib 65674 ft-Ib Shear: 11295 lb 139201b NOTES or NIF �P vt 014AS Verified b r Q A' w ` m X80526 ti � APJES S1 �P [derived from NYDO approved building system Project:2437018C -T page - Curt Zimmerman Location:CLB2(W:TRUSS CCC94604,PT:GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam c 15 Industrial Park Rd of .[2015 International Residential Code(2015 NDS)] Mifflinburg,PA 17844 1.5 IN x 7.25 IN x 3.25 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:32.1% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN U1897 Dead Load 0.01 in Total Load 0.03 IN U1188 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B 1 Live Load 1389 Ib 889 Ib Dead Load 770 Ib 617 Ib Total Load 2159 Ib 1506 Ib Bearing Length 1.92 in 1.34 in BEAM DATA Center Span Length 3.25 ft Unbraced Length-Top 0 ft 3.25 ft Unbraced Length-Bottom 3.25 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3394 psi Total Uniform Load 3 plf Cd=1.00 CF=1.09 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 878 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 370 Ib Comp. t to Grain: Fc- t = 750 psi Fc--L = 750 psi Location 1.1 ft Controlling Moment: 1787 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 1.1 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 628 plf 330 plf Controlling Shear: 1591 Ib Left Dead Load 340 plf 295 plf At a distance d from left support of span 2(Center Span) Right Live Load 628 plf 330 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 340 plf 295 plf Load Start 0 ft 1.1 ft Comparisons with required sections: Read Provided Load End 1.1 ft 3.25 ft Section Modulus: 6.32 in3 13.14 in3 Load Length 1.1 ft 2.15 ft Area(Shear): 8.23 in2 10.88 in2 Moment of Inertia(deflection): 9.63 in4 47.63 in4 Moment: 1787 ft-Ib 3717 ft-Ib Shear: 1591 Ib 21031b NOTES OF NEw Verified b �NOMA.s r T. A 080526 y� Derived from WDO R°PESSIONA approved building system ae Project:2437018C Curt Zimmerman Location:RCB1 (W:TRUSS CCC94604,PT:GIRDER) 'Ritz Craft Corporation Multi-Loaded Multi-Span Beam ar 15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] i Mifflinburg,PA 17844 (4)1.5 IN x 14.0 IN x 32.59 FT(10.9+21.6) 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:55.3% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Riaht LOADING DIAGRAM Live Load -0.08 IN U1547 0.46 IN U559 Dead Load -0.03 in 0.20 in Total Load -0.11 IN U1145 0.66 IN U392 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B C 1 Live Load 827 Ib 7977 Ib 2583 Ib 2 Dead Load -279 Ib 3615 Ib 1186 Ib Total Load 548 Ib 11592 Ib 3769 Ib Uplift(1.5 F.S). -1881 Ib 0 Ib 0 Ib Bearing Length 0.12 in 2.58 in 0.84 in owl BEAM DATA Center Right Span Length 10.94 ft 21.65 ft 10.94 ft zi.ss ft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 10.94 ft 21.65 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Right Notch Depth 0.00 Uniform Live Load 165 plf 0 plf MATERIAL PROPERTIES Uniform Dead Load 65 plf 0 plf 2.0 E-LVL-Murphy Beam Self Weight 20 plf 20 plf Base Values Adjusted Total Uniform Load 250 plf 20 plf Bending Stress: Fb= 3100 psi Fb'= 2900 psi POINT LOADS-RIGHT SPAN Cd=1.00 CI=0.96 CF=0.97 Load Number One Two Shear Stress: Fv= 290 psi Fv'= 290 psi Live Load 105 Ib 105 Ib Cd=1.00 Dead Load 44 Ib 44 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Location 3.75 ft 12.17 ft Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi TRAPEZOIDAL LOADS-RIGHT SPAN Controlling Moment: -26520 ft-Ib Load Number One Two Three Over left support of span 3(Right Span) Left Live Load 165 plf 659 plf 165 plf Created by combining all dead loads and live loads on span(s)2,3 Left Dead Load 65 plf 261 plf 65 plf Controlling Shear: 7527 Ib Right Live Load 165 plf 659 plf 165 plf At a distance d from left support of span 3(Right Span) Right Dead Load 65 plf 261 plf 65 plf Created by combining all dead loads and live loads on span(s)2,3 Load Start 0 ft 3.75 ft 12.17 ft Load End 3.75 ft 12.17 ft 21.65 ft Comparisons with required sections: Read Provided Load Length 3.75 ft 8.42 ft 9.48 ft Section Modulus: 109.74 in3 196 in3 Area(Shear): 38.93 in2 84 in2 Moment of Inertia(deflection): 883.7 in4 1372 in4 Moment: -26520 ft-Ib 47367 ft-Ib Shear: 7527 lb 16240 lb NOTES OF NEt�jy �P NOMAS 0 Verified t by * Q n w 080526 �Ci= INCA9OPFs s}o�P Derived from NYIDOS approved building system Project:2437018C page t Curt Zimmerman Location:HDR4(W:TRUSS CCC94604,PT:GIRDER) Ritz Craft Corporation Multi-Loaded Multi-Span Beam p «y ,015 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] Mifflinburg,PA 17844 1.5 IN x 9.25 IN x 3.73 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:23.7% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN U1599 Dead Load 0.01 in Total Load 0.04 IN U1066 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 3229 Ib 1842 Ib 1 Dead Load 1520 Ib 967 Ib Total Load 4749 Ib 2809 Ib Bearing Length 4.22 in 2.50 in BEAM DATA Center Span Length 3.73 ft Unbraced Length-Top 0 ft 3.73 ft Unbraced Length-Bottom 3.73 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 3 plf Bending Stress: Fb= 3100 psi Fb'= 3249 psi Total Uniform Load 3 plf Cd=1.00 CF=1.05 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1:00 Live Load 2494 Ib Modulus of Elasticity: E= 2000 'ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Dead Load 1053 Ib Location 0.64 ft Controlling Moment: 3283 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 1.38 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 772 plf 299 plf Controlling Shear: -2169 Ib Left Dead Load 426 plf 165 plf At a distance d from left support of span 2(Center Span) Right Live Load 772 plf 299 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 426 plf 165 plf Load Start 0.64 ft 0 ft Comparisons with required sections: Read Provided Load End 3.73 ft 0.64 ft Section Modulus: 12.13 in3 21.39 in3 Load Length 3.09 ft 0.64 ft Area(Shear): _ 11.22 in2 13.88 in2 Moment of Inertia(deflection): 22.28 in4 98.93in4 Moment: 3283 ft-Ib 5791 ft-Ib Shear: -2169 lb 26831b NOTES OF NEIN NOMAs Verified by w A 0 050r .. Derived from WDOS R°FESs�9�P� approved building System page Project:2437018C Curt Zimmerman Location:HDR3(W:TRUSS CCC94604, PT:GIRDER) C 'Ritz Craft Corporation / Multi-Loaded Multi-Span Beam 7 15 Industrial Park Rd or [2015 International Residential Code(2015 NDS)] z �Mifflinburg,PA 17844 (2)1.5 IN x 7.25 IN x 3.73 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:30.9% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM 'Live Load 0.03 IN U1376 Dead Load 0.02 in Total Load 0.05 IN U939 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B 1 Live Load 2657 Ib 1610 Ib Dead Load 1273 Ib 778 Ib Total Load 3930 Ib 2388 Ib Bearing Length 1.75 in 1.06 in BEAM DATA Center Span Length 3.73 ft Unbraced Length-Top 0 ft 3.73 ft Unbraced Length-Bottom 3.73 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 5 plf Bending Stress: Fb= 3100 psi Fb'= 3394 psi Total Uniform Load 5 plf Cd=1.00 CF=1.09 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 2494 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 1053 Ib Comp.-1-to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 1.39 ft Controlling Moment: 4279 ft-Ib TRAPEZOIDAL LOADS-CENTER SPAN 1.38 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 772 plf 299 plf Controlling Shear: 3212 Ib Left Dead Load 426 plf 165 plf At a distance d from left support of span 2(Center Span) Right Live Load 772 plf 299 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 426 plf 165 plf Load Start 0 ft 1.39 ft Comparisons with required sections: Read Provided Load End 1.39 ft 3.73 ft Section Modulus: 15.13 in3 26.28 in3 Load Length 1.39 ft 2.34 ft Area(Shear): 16.62 in2 21.75 int Moment of Inertia(deflection): 24.92 in4 95.27 in4 Moment: 4279 ft-Ib 7434 ft-Ib Shear: 32121b 42051b NOTES pF NE(N� ,,NOMAS 0 6� Verified by n , w 5 1 m t, A 08052ro �!i? v 9OPES S1 OSP Derived from NYDOS approved building system Project:2437018C K page -- - - CurtZimmerman Location:HDR5(W:TRUSS CCC94604, PT:GIRDER) ' `Ritz Craft Corporation Multi-Loaded Multi-Span Beam ca X15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] , - Mifflinburg,PA 17844 (2)1.5 IN x 11.25 IN x 11.33 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:29:47 PM Section Adequate By:4.9% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN U433 Dead Load 0.16 in Total Load 0.47 IN U287 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 4858 Ib 4899 Ib t 2 Dead Load 2417 Ib 2413 Ib Total Load 7275 Ib 7312 Ib Bearing Length 3.23 in 3.25 in BEAM DATA Center Span Length 11.33 ft Unbraced Length-Top 0 ft 11.33 ft Unbraced Length-Bottom 11.33 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 2.0 E-LVL-Murphy Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 3100 psi Fb'= 3136 psi Total Uniform Load 8 plf Cd=1.00 CF=1.01 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1.00 Live Load 2494 Ib 2494 Ib Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 1053 Ib 1053 Ib Comp. to Grain: Fc-1= 750 psi Fc-L'= 750 psi Location 1.69 ft 10.1 ft Controlling Moment: 13594 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 5.21 Ft from left support of span 2(Center Span) Load Number One Two Three Created by combining all dead loads and live loads on span(s)2 Left Live Load 772 plf 299 plf 772 plf Controlling Shear: -6219 Ib Left Dead Load 426 plf 165 plf 426 plf At a distance d from right support of span 2(Center Span) Right Live Load 772 plf 299 plf 772 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 426 plf 165 plf 426 plf Load Start 0 ft 1.69 ft 10.1 ft Comparisons with required sections: Read Provided Load End 1.69 ft 10.1 ft 11.33 ft Section Modulus: 52.01 in3 63.28 in3 Load Length 1.69 ft 8.41 ft 1.23 ft Area(Shear): 32.17 in2 33.75 in2 Moment of Inertia(deflection): 297.59 in4 355.96 in4 Moment: 13594 ft-Ib 16539 ft-Ib Shear: -6219 Ib 6525 lb NOTES OF NEy� 00MAS C rO Co Verified by w ;J 2018 A 480526 R�FES s1o�P Derived from NYDOS approved building system page Project:2437018C — Curt Zimmerman Ritz Craft Corporation ,x 15 Industrial Park Rd or Mifflinburg,PA 17844 StruCalc Version 10.0.1.6 7/23/2018 4:40:40 PM Location: DORMER HEADER PAR Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] (3)1.5 IN x 5.5 IN x 8.0 FT 2.0 E-LVL-Murphy Section Adequate By:5.6% Controlling Factor:Deflection Location:DORMER HEADER PERP Multi-Loaded Multi-Span Beam [2015 International Residential Code(2015 NDS)] (3)1.5 IN x 5.5 IN x 8.0 FT 2.0 E-LVL-Murphy Section Adequate By:5.6% Controlling Factor:Deflection Verifiers b Derived from NYDOS approved building System pv- NEW y o,\NOMAS 0 G C[ w lei 080526 �°PESSOA Project:2437018C page Curt Zimmerman / Location:DORMER HEADER PAR �; �� Ritz Craft Corporation Multi-Loaded Multi-Span Beam : 15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] g �� Mifflinbur ,PA 17844 (3)1.5 IN x 5.5 IN x 8.0 FT 2.0 E-LVL-Murphy StruCalc Version 10.6.1.6 7/23/2018 4:40:40 PM Section Adequate By:5.6% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.25 IN U380 Dead Load 0.10 in Total Load 0.36 IN U269 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 1368 Ib 1368 Ib Dead Load 568 Ib 568 Ib Total Load 1936 Ib 1936 Ib Bearing Length 0.57 in 0.57 in BEAM DATA Center Span Length 8 ft Unbraced Length-Top 0 ft a ft Unbraced Length-Bottom 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 342 plf 2.0 E-LVL-Murphy Uniform Dead Load 136 plf Base Values Admusted Beam Self Weight 6 plf Bending Stress: Fb= 3100 psi Fb'= 3567 psi Total Uniform Load 484 plf Cd=1.00 CF=1.15 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc--L'= 750 psi Controlling Moment: 3872 ft-Ib 4.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1742 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 13.03 in3 22.69 in3 Area(Shear): 9.01 in2 24.75 in2 Moment of Inertia(deflection): 59.09 in4 62.39 in4 Moment: 3872 ft-Ib 6744 ft-1b Shear: 1742 lb 4785 lb NOTES Verified b �j,`7 4% 0MAs O,Q /2 #25 0 18 m � i y A. .080 5.26 . Derived from NYDOS 9�FEssIo�P approved building system page Project:2437018C Curt Zimmerman Location:DORMER HEADER PERP l k Ritz Craft Corporation Multi-Loaded Multi-Span Beam {15 Industrial Park Rd of [2015 International Residential Code(2015 NDS)] Mifflinburg, PA 17844 (3)1.5 IN x 5.5 IN x 8.0 FT 2.0 E-LVL-Murphy StruCalc Version 10.0.1.6 7/23/2018 4:40:40 PM Section Adequate By:5.6% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.25 IN U380 Dead Load 0.10 in Total Load 0.36 IN U269 Live Load'Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1368 Ib 1368 Ib Dead Load 568 Ib 568 Ib Total Load 1936 Ib 1936 Ib Bearing Length 0.57 in 0.57 in BEAM DATA Center Span Length 8 ft Unbraced Length-Top 0 ft $ft Unbraced Length-Bottom 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 342 plf 2.0 E-LVL-Murphy Uniform Dead Load 136 plf Base Values Admusted Beam Self Weight 6 plf Bending Stress: Fb= 3100 psi Fb'= 3567 psi Total Uniform Load 484 plf Cd=1.00 CF=1.15 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-I-to Grain: Fc-�-= 750 psi Fc- = 750 psi Controlling Moment: 3872 ft-Ib 4.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1742 Ib At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 13.03 in3 22.69 in3 Area(Shear): 9.01 in2 24.75 in2 Moment of Inertia(deflection): 59.09 in4 62.39 in4 Moment: 3872 ft-Ib 6744 ft-Ib Shear: 1742 lb 4785 lb NOTES OFNE�Ii Y Vii-ife b �� `�oMRS 0 Co 9/25/2018 0 I w m c 11 NE 0805.26 Derived from NYDOS A90 SS1o�P approved building system ---.._._._..._.__......_._._..................................... .__...._.__.._.... ..,......__..._......_................................._..__......_........._..............-........................__....__....._....._....__.._............_...._...._...._...._...._......_...........,........................................................................... 2437018 Dormer Header Connections ' C. Zimmerman - CollartieT 559 _.. ._._. OF NEI%v Y 4 ..Collar...tieS.:=302._....-._..._..........._....:._........................................._._..........._......._..........�.........__...._............................................_._:_..--__._..... ,�P� NOM ....................... as op F DormerheaderPar:=1936 *C� DormerheaderP.eTp:=1936! ! ,- o -c Cr SDS25600.:=250.0.67.1.15 rn , , 1J ToelVail:='79 0.83*1.15 Verified by ,MPA1:=_5.65 --- -......_._ AX80526 �� ROFES S10NP� MP34 -375 MP4F.=560 : Derived from NYDOS -approved building system Dormer Header Far_Connecti`on:....:.............................................................................._................ _. DormerheaderPar =0.914, <1 OK . 4 (11)'SDS25600+(0) MP4F (11).SDS25600-SCREWS + (0) MPF4_CLIPS,REQUIRED FOR DORMER HEADER.PARALLEL . �T_0 DORMER GIR1 ER_T_RUSS CQ.NNECTION_EACH END. I 5 Dormer Header Perp Connection: a. DoTmerheaderPerp (11) SDS25600+(0) MP34 (11) SDS25600 SCREWS + (0) MP34 CLIPS.REQUIRED.FOR DORM ER.HEADER, PERPENDICULAR TO DORMER GIRDER TRUSS CONNECTION EACH END. Collar Tie To Dormer Header Tension Connection: CollartieT 0.703- -----<I OK ......._ LSTA12 (1)..LSTA12.-STRAP.._REQUIRED.FROM..COLLAR_TIE._TO...DORMER._HEADER....................................................... j _Collar Tie To Dormer..Header,Shear Connection: ._........._ _ .. ._.._ . .. _ _...... ... .. ....... . . . ..-._........_..._..............._...........__..............................._................ __.._............._......:....._..................._..............................._.._...---...._...._...............__......._.._.............__..........._...........--.............................._.._...._......................:.............i.................................. .. Collar;ties I =D.535 <1 OK { (1)•MPA 1+(0) ToeNail NP- _(1) MPA1CLIP.+:_(0)-0..13.1'.'x3"-T_OENAILS REQUIRED.FROM_COLLAR TIE.TO_DORMER ..... HEADER. _._.- Created with PTC Mathcad Express. See www.mathcad.com for more information. Verified by ON 149/25/2018 gip: NEW Y Dormer Header Load Breakdown INC �Q� , NOMAS A, 0 Designed By: C. Zimmerman Derived from NYDOS C-D `c2 Cut Truss: CCC93505 approved building system w Enter all loads as shown exactly on the truss print G'avacy -28b16 in CLL 35 6'psf A oao526 Ullft - 48lbPatch12 TDL.-15p 19 91lbf pfiEsst Horz _-4fON�� W BCLL -40 ps f (Pitch)_ 0:=atan I !-45 deg BCDL x.15 psf' 12 / Gravitypa,.:=Gravity•sin(0)=204.354 lbf Gravit Gravity cos 0 204.354 lb LL:= (TOLL+BOLL) =0.716 yperp°= y' ( )_ 'f (TOLL+TCDL+BCLL+BCDL) Upliftpo,,.:=Uplift•sin(0)=-340.118 lbf Upliftp,rp:=Uplift•cos(0)=-340.118 lbf DL:= (TCDL+BCDL) =0.284 (TOLL+TCDL+BCLL+BCDL) Horzpa,.:=Horz•sin(0)=-296.278 lbf Horzpe7.p:=Horz•cos(0)=-296.278 lbf ParLoad:=max(I Gravitypa,,.+Horzpo,,.I , I Upliftpa,.+HorzpQ,.l , I GravitypQ,.I , I UpliftpQ,.I , I Horzpa,.l)=636.396 lbf P -jade LL lb f ParLoad�DL = lbf FarLoadLL..- 342 :ParLoadDT =13� TricssOC" f t 'russ(7C f to PerpLoad:=max(IGravitype,.p+Horzpe,.pl ,I Upliftp,rp+Horzpe,,a,l ,I Gravitype,.pl , I Upliftpe,.pl , IHorzperpl)=636.396 lbf Per iLoad.LL lbff, Per -04 •DL It f l' ryLoszdLL - 342 PerpLoadl7L 186 • : • r° 'Trusst�G` .< Page 1 of 1 K:\2018\2437018\Dormer Calcs\2437018 Dormer Header Load Br( Created with PTC Mathcad Express. See www.mathcad.com for more information. at 0025843171-001 BUILDING MATERIA ;Account:CASH 6544 - 11tt 1 1�1 �� =�t�� t�� . Branch:ABMAT AMAGANSETT BLDG MTRLS MATTITUCK 12585 SOUND AVE CCD DELIVERY TICKET Phone:(516)-97$-2s16 MATTITUCK, NY 11952 _ Fax:(631)-996-7207: FAX:(631)-996-7207 - ' BILL TO: CASH CUSTOMER SHIP TO' SAM DIMEGLIO i 2280 DEEP HOLE DR. MATTITUCK, NY 11952 Page JOB:. f REF: PO' TYPE: -WILLCALL SHIP VIA:WILL CALL FRT TERM:' a ORDER DATE: 04/64/22 SALES .HOUSE CREATED BY:TG096145 ROUTE:DAILY AWTH,CHG i 15:54:58 ORDER TIME. AGENTS T G D I IN ORDERED,BY' . . EXPDELV DATE. ... . ........_............-„.....-...........-.:.:.:..:.......:......:.:.:..:..................-:..:•.:....•........-..::.•.:.:..•..........:.:.:.:............::.:.:..•......:.>.,,.. .. ., . .,.. ,.::......:.- .-.. II`kN:.::::-::•.:::•::::::::::.....,..:....,.:::;:..: ::•; PLEASE CALL COST. UPON DEPARTURE WT.0.75 jHM)- - UN 950,AEROSOLS,FLAMMABLE, (EACH NOT EXCEEDING 1L CAPACITY), 2.7 6,25/CN. 1 1 CN EJDRUSTSPGLSBLK EA SPRAY PAINT RUST-OLEUNI GLOSS BLACK,120Z_.RUST9LEUM ; 1./6N Loc:HWBWS5B Supp# RUSTSP:GLSBLK 43 0848/PC 42 . 42 .PC C12F 1/2” 4'.X 8' CDX DOUGLAS FIR PLYWOOD 42/PC Loc:PLYSHD_.,.— _ ..27 1 PC CMTP07060 1 r 7 1 f4' 40T CMT ITK PLUS BORE BLADE - SuPe# P07060 - - - 44,88621PC 1 1 PC EJD2320133 EA'FOLDING SAWHORSETVI%IN PACK 060864R 507Q007 1/PC L6c:HWFWS3 Supp#: 2320133 `39.1858/EA 2 -2 EA EJD7400955 x EA POLY TARP BLUE 10' X12' (112)'7400955 2/EA Loc:HWA7S66 Supp#: 7400955 44 CHEC LOADED BY .' TRUCK NO .. KED BY: # DATE'DEM DRIVER rt. REC D BY: Gonfinued PRINTED: 04104/22 16A1:42, CUSTOMER COPY z O �. ' Ell o ° . W FlzZ j � O w O Z ZO U, Z w Q w0U �a. W Ic�oa UJ Nam SIDE ELEVATION o N SCALE: 1/4'= 1'-0' i db PE nwucun .. ray:;.. r.L) wsmx utr.¢aLsnrt m �.�k 1R�FWJRR.Rf ItN i9!lettL DW3lRxcOQ'3AS.Wu , t � ` SS1pICl1A4 EN'luFETI s: 4# P�Ci1fA EH:v2Ew?'Ys.FG - t0ot4E �DaVETa.�,SYs.EA i 1 eRCfE55tAW a'E4 R>hlu�t%Yl roPIBF4 aCS tC<teEA� 2016 RESIDENTIAL SIDE ELEVATION 5``""""'h`= �'� -1318 1 SCALE_ 1/4' c i'-0 EnWb lodiflcryslaNivanmFtg.can t Al 05 � T ❑❑ - -- ---------- I i FRONT ELEVATION SCALE: 1/4 i-o- - I TO I i I I 11 I ?L J�L.1 m '� y ^i All ,rq ` REAR ELEVATION I i SCALE::/4'=Y-e- •� .. I f a F fin" - 4 s s� P" to X {w R r'y s ss I�TrER TRADES. 75 ATE, NATIONAL ELECTRICAL CODES (C) 34. IF PROPERTY IS IN WIND—BORN DEBRIS QAC OUTLETS TO BE 18" q@p�6N. N HAVE IMPACT RESISTANT GLA _ REGION ALL GLAZED OPENINGS SHALL ' S PER CODE SS AS PER (SECTION R301. PROVIDE WOOD STRUCTURAL PANELS OVER ALR) ZED 2. 1. 2), SHALL BE U.L. CERTIFIED (SECTION 8301. 2. 1. 2), (EXCEPTION OF THE RESIDENTIALOPENINGS ppE OF NEW YOB .T TELE CODES WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS TELEPHONE, AN TENNA AND MAXIMUM SPAN OF 8 RK STATE ATTACHED TO THE FEET PANELS SHALL BE PRECUT SO THATTHEYSHIALL BE A T,CE Willi THE REQUIREMENTS FRAMING SURROUNDING THE OPENING COPITAINING THE PRODUCT CODE WITH GLAZING OPENING PANELS SHALL BE SECURED WITH N0. 8 SC MINIMUM ] 1/4° PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. {UM 50 CFM OR OTHERWISE NOTED. (C) 35. ALL NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PR REQ Al 12 " O.C. $ PER AND INSECT SCREEN• (C) 36. PROVIDE JAMB CLIPS qS PER PRESSURE RATING OF �EXPOSURE). THOSE MOUNTED IN (SECTION R609ON ALL NEW M.7) OF THE INTERNATTIIONCTURES ALL RESIDENTIAL CODE.. AND 30. €� It, FLASHED AS PER SECTION M1507. � (C) 37• IF SOLID 2 X 4 ENTIAL CODE, MUWON IS NOT INDICATED ON PLANS PROVIDE STEEL ALL STRUC RALDS TO BETA 6CSON 8609.8). MULLIONS OTHER TRADES. STEEL AND SHALL CONFORM TO A.S.L ��Ab°IDARD, KOHLER OR EQUAL. _l i RESIDENTIAL CODE AND ALL EG`RE tNIND`OW.Ng 'ES M. SPECS. � . 8310.2 — MINIMUM OPENING AREA• ALL EM FRNCY ESCAPE AND RE ��-ID HEALTH DEPARTMENT REQUIREMENTS. EXHAUST) AS INTERNATIONAL RESIDENTIAL CODE HAVE A MINIMUM NET C RESCUE OPENINGS SHALL EXCEPTION: GRADE FLOOR OPENINGS A MINIMUMRNETEC COORDINATED SQUARE FEET WORK. �� THE 8310.2.1 — MINIMUM OPENING HEIGHT. THE MINIMUM NET OP OPENING OF 5 .v CE WITH THE REQUIREMENTS 8310.2.1 — MINIMUM OPENING WIDTH ENING HEIGHT SHALL BE 24 INCHES ;IIRAL. CODE INCHES. THE MINIMUM NET CLEAR OPENING WIDTH SH DANCE WIT}{ ALL 8310.2.2 — WHERE EMERGENCY ESCAPE ANp RESCUE OPENINGS ARE PROVIDED .m�, @E 20 THE REQUIREMENTS HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES UPDL CODE SHALL WITH THE REQUIREMENTS ABOVE THE FLOOR. kT'-OR OF RECORD SHALL DETERMINE ALL WINDOWS TO BE SUPPLIED C BY THE FOLLOWING MANUFACTURERS AS NOTED ON p SYSTEM. ALTERNATE SUPPLIER UPON CLIENT'S REQUEST ANDERSEN MNDOWS,INC LAN. TURED 100 FOURTH AVENUE NORTH QAC BY ANDERSEN OR EQUAL, BAYPORT, MN 55003-1096 Ear: LASS AND TYPES AS SHOWN ON P �"�`TORED PLANS. CONFORMS TO AAMA/'gWKDA 101/LS• 2-97 �_>TRED BY BENCHMARK, STANLEY OF EQUAL 4r"`. ALL WINDOWS ON PLAN TO HAVE A R.O. OF 6'— M FTtGLASS BATT TYPE INSULATION WIT}I OTHERWISE NOTED. 10 1/2" TO BOTTOM OF HEAD ER T 0 NOT TO PUNCTURE VAPOR BARRIER UNLESS SMOKE CARBON MONOXIDE DETECTOR NOTES; E WOOD, CO SHALT 8E INSTALLED AS PER THE 2015 INTERNATTON RESIDENTIAL COD — �iL GFlLINGS). VER NTH ALUMINUM OR VINYL ALL SMOKE DETECTORS TO BE LINE VOLTAGE WITH B =Rd AND CONSTRUCTION CODE of NEW IN A MANNER SUCH 1HAT THE ACTIVATION OF ONE WILL ACTIVATE ALL SECTION 8314. LEVEL TO HAVE AT A7TERY BACK—UP AND WIRED SMOKE DETECTOR. LEAST ONE SMOKE DETECTOR. EACH BEDROOM EACH FLOOR IAL RESIDENTIAL CODE HALLWAYS ADJACENT TO BED ROOM TO HAVE ITS OWN A=',D PROPERLY SEALED AND ALINE VOLTAGE CARBON MONOXIDE DETECTOR ROOMS MUST HAVE A SMOKE D THE DWELLING, INCLUDING A BASEMENSHALL BE LOACTED AT ACTOR." Pw`608 rROld V/ALKING SURFACE BAR. EACH LEVEL OF ALL LUMBER TO BE MINIMUM OF nn"' nn BATHTUBS. AND Rrnrn ,.......... _ FINISHED FLOOR ELEV.(SEE ARCH PLANS) Y Z FLOOR FRAMING.SEE ARCH PLANS w¢ - GIRDERS.SEE PLAN FOR SIZE r' � r r r r r 8"x 8"xY"STEEL BEARING PLATE BOLTED TO FRAMING r r (4)Y2"BOLTS TYP. NEW 3.5"DIAM.GALVANIZED SCHEDULE r 40 PIPE LALLY COLUMN WITH TOP AND r BOTTOM PLATE r 8"x 8"xY2"STEEL BEARING PLATE BOLTED TO PILE CAP (4)Y2"BOLTS TYP. TIE BEAM r - CONCRETE PIER TO BE CUT AS CLOSE TO r FLOOR AS POSSIBLE AND REMOVED a , e0 e P.C.PILE CAP �d HELICAL PILE SECTION AT INTERIOR MASONRY PIER TO BE CUT AND OF NEW REPLACED WITH STEEL COLUMN NPAQ��Cp�'� _ w RoFress' 4X4 POST NTH POST CAP INTO L•_6• CORNER REINFORCEMENT IT O.C. NOTES: LEGEND CONCRETESONOTUBE 3,_0, SAME SIZEAS OTHER REINFORCEMENT 1. ALL FLOOR BEAMS SHOWN SHALL BE SECURED WITH STAINLESS STEEL OR GALVANIZED METAL CONNECTOR BEAM SEATS APPROVED FOR MARINE USE EMBEDDED IN POURED CONCRETE PIPES. FOUNDATION FLOOD VENT-SMARIVENr DUAL FUNCTION MODEL (2)95 DOWELS INTO FOOTING 2 ALL FRAMING MEMBERS SHOWN ON THIS PLAN SHALL BE PRESSURE TREATED LUMBER RATED FOR EXTERIOR UNLESS 91510510 OR SIMILAR INSTALLED 12'MAX FROM FINISHED GRADE 7fiSQ5Ynd'P.C.P&E CAP OTHERWISE NOTED. 11=iI�II�I 1?-ill=� 3, THIS PROJECT IS FOR CONSTRUCTING ANEW SUPPORT SYSTEM UNDER A PRE-MANUFACTURED HOUSE ALL DIMENSIONS SHOWN T--1 HELICAL PILEWITH REINFORCED CONCRETE S DIA CONCRETE SONOTUBE o WITH(3)95 BARS EACH WAY ON THE PIAN ARE BASED ON MEASUREMENTS MANUFACTURER'S PLAN.ALL STRUCTURAL COMPONENT LOCATIONS AND SIZES PILE CAP-CAPACITY AS SHOWN ON PLAN LI-III III-'�T I I MUSTSE VERIFIED BY THE CONTRACTOR THE NEW STRUCTURAL.COMPONENTS SPECIFIED MUSTALIGN PROPERLYWITH THE I X�( I SEE PILE SCHEDULE FOR ADDITIONALINF0. Z4rxT4Px1'-0'P.C.FOOTNG =III-I t I J EXISTING BUILDING FOR FOUNDATION WALLS GIRDERS,COLUMNS,ETC.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES AnHOPSEIAR.SEACHWAY �={�. •ll'--' W __�________a_-_ �__ IN THE FIELD CONDITIONS FROM THOSE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS TO THE ENGINEER(ARCHITECT LL--J XX OF RECORD SO THAT CORRECTIVE STEPS CAN BE TAKEN. FF 4. HELICAL PILES TO BE INSTAL I-BY PILE MANUFACTURER CERTIFIED INSTALLER. r---� �3 CORNER REINFORCING I �` I •'� I 5. Mo TORQUE DURINGINSTALLATION AND KEEP LOOS AVAILABLE UPON REQUEST. I❑I HELICAL PILE WITH Z-VX2'-6'REINFORCED CONCRETE PILE CAP WITH a PILE SUBSTITUTIONS 7G7L I 1B•X1rRENFORCEDCONCRETE MSAORRYPIER. SECTION AT FOOTING/SONOTUMPOST 7. SEE ARCHITECTURALORAWINGS FOR SIZE AND DIRECTION OF FLOCRVENT. L--J 8 IF GARAGE DOORS ARE INSTALLED PROWGEFOUNDATION FLOODVEHT••SMARTVEM'GARAGE DOOR VENT MODEL 915405100R XX (1YP.FOR21 SIM6AR IN EACH DOOR 1T MAX FROM GRADE ••`�.., - I PROPOSED PILE SEE PIAN FOR o =FLOOR FRAMING.SEE ARCH PLANS FOR SIZE AND DIRECTION t I I APPROVED GALVANADDmONALINFORMATION z IZEl1D I __i________r________�__ METAL EMBED ANCHOR FLOORFRAMING, Flood Vent Chart Location Area,SF Vent qty U.N.O. =UNLESS NOTED OTHERWISE BY SIMPSON ORSIMILAR SEEARCHPLANSL I u Sm Went model 1540-610,ufillzed Crawl 1250 sq.R 8 � �7-E�RRENr-oftcEAElr1To.G � 2'-6' Space PROVIDTERME CONT.SILL SEALER at 1,per 200 SF for flood Venting and r OTHER REINFORCEMENT 1 per 177 SF Far ventilation Garage 513 sq.It. 3 a a ur4DERaGG slu 3 \ GIRDERS.SEE PILE CAP/PILE DETAIL u ` ZONEAE6 ZONEAE6/-0PLAN FOR SIZE a o a 'i ALTERNATE CONNECTION DETAIL CORNER REINFORCING c -0• N ZONEX I ZONE% 15•-0. W u W I-' FLOOR FRAMING(SFE MCH PAN4 I PROVIDE CONT.SILL SEALER a�uwv'I NEW(1)2x12(ACO){)TIN(Z}3/4' NEW(3)2x12(ACO)WITH(2)-3/4' NE}'1(3!_Zs12 ECO){�nl(2I-3/!' 41•-0• S� &TERMITE SHIELD o r__ _D r- _� in r_ _D FINISHED FLOOR UNDERA.C.O.SILL o CALYM,7ED STEEL FLUSH GNOER I I GALVANIZE)MM RUSH COW I t 04V IZED STEEL RUSH OWL W W ��-�^-��.��•� -^�—r- - _ -- r F7.ET.IS€�aR�flALWS�--------------' I-o z 41'-0' LII•715 LVL- J11.T5ajyfy7&_ _� I --_ I�}y U ( 5il.2LL g>EW 2'.12'(ACO) CONTINUOUS@ TOPOF� /IL STRINGERS(TYPICAL)4141'-0SMARTVENTS ASPER FLOOD DIOL ANCHOR BOLTS®39O.0 W N 12x NEW 6'[6rWCCWUK(TO W r+t"-4 i i +•' EW CONCRETE PAD VENT NOTES MO FOUNDATION PLAN MAX PROVIDE MIN TWO PER SILL, W BBEE SELECTED,VMAS PDT \ / I I I I I I fOR STEPS TO BE INSTALLED NO MORE TINAN IT MIN FROM EA CORNER 4MUF S SPE�iC1TION3 m I :�, Ill ABOVE NIGHER OFINTEWOR OR c g BEM HELICAL POE YATK g� . I I ' •�+F-�.,. •I EXTERIORGRAOE (1)#5 BAR®24'OC _ POE C�W'GYP FOR 5} \ y / mCO aso `J I--I_-+� `. PROPOSED: 1 H'EXPANSION JOINT MATERIAL o PECK ABOVE _ 1" I I I I I I I I _ _ PROVIDE COMPACTED FILLAS (Y-0'11D.NL) r 3500 PSI POURED CONCRETE REQUIRED TO RAISE GRACE 33'-7' SLAB WITH S 910W.W.M OVERS' o z I I r I I COMPACTEDGRAVELFRL i NEW 2 x 12(ACO)LOW BOLTED MIN // 6 L_H:_J� 33'-7' L_•_'�_J32K — — 4A'LAG BOLTS STAGQO=EVENT 16'OC \ _ (2)95 DOWELS® _ x WmLJOIST MANG AT CONNECTIONS10•_1• EACH PILE CAPS FINISHEOGRADE - - r- HEW p15 h12�y1W LEDGER `rrr - r'- I - - MBARL00 O.0 ,;r::(: ;,4 T' _ r; .i.-..} i Y %: TIE BEAM MIINE P 1T (ri J .L. -�..: L_ J L_ J :.,!:LL_'•_J ,. iSWwEx24'NIN. �z ��m �Gp10, 37K �(• 321( S 321( r 32K 32K CONCRETE REINFORCED 3500 F51 '='I� J_ R@AOVED AND F NEW TO BE (Ijx94 BM BCONTINUOUS CO GRADE BEAM I I \\ I I I 34tr DIA SCHEDULE 40 I`2 5i MD93 LOOP AT IT O.C. p _¢ T-6W-6�t1'd'P.C.POE CAP WITH COLUMN _2. I I 'i• •�^ INSTALLED,BOLTED TOP (3)05 BARS EACH WAV GRADE BEAN(2)98 BMS CONTINUOUS IJ TOP OFPILECAPIROT AT TOP&BOTTOM L---72K r,� AND BOTTOM OF GRADE BEAM MIN. MINIMUMS' NEW CONSTRUCTION BRACKET _ I I \\ I I r-:•'j-� r-% -1 F].EV,-T-0'BELOW W m W 0 ID- . GRADETYPIGJ.U.RO. IN CONCRETE CAP. PIAN FOR SECUREEXTENSION BAR TO HELICAL PILE a DIYN —i i ADDITIONAL INFORMATION o irY W o.cu 21-10' I SHAFT WITH(2)X'CIA GRADE e BOLT u L I tic-J HELICALPILE SEE PILE SCHEDULE W W 399 .j; 32K EXTENSION BAR AS REQUIRED.SEE PLAN FOR ADDmONAL INFORMATION. z p FOR ADDITIONAL INFORMATION o IN SECTION AT NEW FOUNDATION WALL GRADE _I m e ? N PROPOSED: BEAM If PILE CAP AT FULL HEIGHT WALL .,: 14,_7. .. 1a'-Y a'D' UNEXCAVATED ,a'-7• (GARAGE CONCRETE sae ABOVE) '- ( VE) FINISHED FLOOR r_�,r ;____I r____ _ _� r____� r_ _1 ib-T i L_• 7t17 1_(__J3ri7I�C ILFL_O�OR�F.RA($MFIENGA.RSCEFEPLgCNH9P)LYANSr_ 1J 4-7' L__J L L GIRDERS.SEEPLIWFORS� 32K 32K 32K 32K 32K aX`�39N$p R 14• I I 1 1 I t� m PROWOECOM.SILL SEALER IM048ARCONTINUOUS,41pi 81ERMITESHIELD33-6' i. • 93BARLOOP,iTO.0 UNDER AGO,SILL ISX 6•x;a GALVArn2EDSTEMANGIP �_j.W�`vn • SECURED TO PIER WITH SLONGXw :; w DWA ANCHOR BOLT&NUT.EMBED BOLT r' J I+" r T MINIMUM INTO CONCRETE 1'£SQUARE OR ROUND COLUMN �. PERMISSIBLE 3500 PSI REINFORCED PROVIDE 17 EXPMSwN JOINT POURED CONCRETE PIER WITH(4)9S MATERIAL BETWEEN GRADE BEAMS AND TIE BEAM BAR CONT.INTO GRADE BEAM FLOOR SLAB AT ENTIRE PERIMETER pF NEWY NEW 2 x B(ACO)LEDGER I I WITHI I ROPER 70 OVERHEAD DOOR _ nEI3EAMIF 94 BAR LOOP®1T O.C. ,�p'� PAG r: '/6'LAG BOLTS STAGCEI✓tD Y 16 O.Q. x )AANUFACIURDTS SPEQRCA FOR APPLICABLE y WIN JEST HAN AT NLLC W21P-COd(S ADEd11ATE QEViAN(E FOR E.IASONRY . O• r -� r--i -� _ w «:..: :;;•''•:';'.;��..,. FOR NEW OVER HEAD — — DOOR o173H0(C AND FOR DROP E LOP ,:y,; I OF NEW FOUND A710N WALL AS REWIRED 0 J D' L___J L__ '.li°''i _.tr-:•__J :.. ,LI_ �l r- • l 1'-0' CR 1 vWi m� coe,B?• �2 32K 3IK $ O...q?.':.:,.:;:- 72K I _ �ROF£SSV��P ORIGIN PSE IOW V x 6'ECO)"GD cotuw m e � r-O' I a LOCATION 0,0 o 17pBE SaECIFD).INSTALLID AS i PRCVIDENEWr(MAX)3,5W L_ _j L_ _j = 7SFTJ3'x14'P.C.PILECAPVYmi PDL MAI ACNRERS�EI IIDNS PSICONG SLAB WITH 6XBWVIM, 32K 32K NEW CONSTRUCTION BRACKET MINIMUM S' (0)95 BARS EACH WAY 14'010.MLHOR BOL TS TO BEAR W NEW KLCAL RLE IM1FI •,!, I CONTROLJOINTS.MD IQ' i (�IASWRY 040NC) ISWIDE 3.500 PSI REINFORCED IN CONCREfECAP.SEE PIAN FOR TO BE]S QC.WRHIN ,� POE CAP BELOW FOR 3� EXPANSION JOINT MATFAIAL n 1' 14'-3' 11' CONCRETE FOUNDATION WALL TO ADDITIONAL INFORMATION o 1T OFCORNERS r----, r _-� r--- D ISOLATION JOINTS AT PILEUNDERSIDE OFSILL PLATE FRAMING N TYPICAL FOR(6) I i i i i LOCATIONS OVER O MIL VAPOR •,n OR GIRDERS AS REQUIRED,WITH HEUCAL PRED E SEE PILE SCHULE o a NEW(3)r.10'(ACO)IY1R ET'(!�2�IS`ATA�IER_ BARRIER MO S GRAVEL FILL IN r' •o WIDE x 24'DEEP GRADE FORADDmONALNFORMATION. 6'-S' TYPICAL f0 . BEAMWITH(2)96 BAR CONTINUOUS CI3 11K 2K _ IIK TOP AND BOTTOM.COORDINATE TOP SECTION AT INTERIOR MASONRY PIER COLUMN/PILE CAP ¢ j OF GRADE BEAMS WITH -J o ARCHITECTURAL DRAWINGS.TYPICAL. -� 16'-2' 11'-10' 7-B' I6'-0' Z ED H o'w A z N C3 -- O - IJ LL ":;. FOUNDATION PLAN = - H PI W SCALE: 1/4"a,'-0• I- - a�z W J W armau i Waoaz N A�P W 2 Cant gam OIMogllo BORING Laa -' -----'- 6 5 0 J 2 I E 8.149 Bodn No. SB-1 B ] fir Pml.cr 1 9 _........ 0 A44M. Geo o..D Hol.0r .MaUft-k,Nr P.9.: t m t Preliminary Hellcal Pile CaPadtV Caleulaflons A.ezRaT.........set _:w R.n............: RtN :er OAbgOa oesNCz806060 4Po28 .. B .- cwiion. _.._ irDMeyd *n GfaN Ena Dee: ecr:...f a]m]Ro1.1:A1 BoIY,B oiamw(.x ]Sb o'»n�r s.lwN wlleq.k s.m.w.a : Pm}ed AddlDeep fid e7180 Deep DrlRe � ............_....__._.................._..._.._.....-.... IV1ditdr:NY 11652 , R D,my Momm: 0s.a.,.n D1w•wmR omik,a wx dA Doh: Tus Dec 117D1819:13:68 eMT•0600(CGT) - I o ACRn .i o Rate 6aWTaC Y.en.k. DIW Ans D,k`+c ink - e Da.: raM R�,s.ev e>.,e swe,m sxr.mk AOmaam.rlr sen !SOIL BORING DATA .50in[lem] ..___._.ID-.1_....___.__..._...._. .. 9 UM r Fddlvf'Rewled Comwanlon Load: 32 ' I.ap.a.er.. Av.nlum 1amm0(xrk -z:e0ws.da.ssm 1 I WeIWd. COtieelml TIL Algls (Rewired Tendon I-* alkiptii 'D�"'.so67yp jHBaml Re Dep- (cAJ ep0,,, ` couem I....._......._._._.__.....__...____.__(pd),,,, (�e�)Re01�Ldmel teed: 0�.0 € g a s 16 SAND 1026 0 31PB.._...................._.._.............................._.__._...n-...._._ _ 2.4Tn 6cm] w P i 99 `�il soumocx v,suu0ssewrnca neuArae 20 SAND 102-. 0' 3196 IHEIICAL PILEfbNFIGURATION� I _ o � � S 2.87CU.D.Pip9(09f1'we6)yyyy _ �c 21 SANG 1019 0 3195 I ; ,e 22 22 SAND 93,2 0 ed l ssselm shelf to a depth d44.6 fmL bb*.d 0 23 SAND 932 0 19.24 lead dm6to dePipe d60 foot wft etreIW7A a 932 a ' (o}sar(kLLk eon,mau.eaaf.0.0 Z6 SAND I 632 0 1874 alya dOdegrosa TM pb le fdAlmd to the a _ z I strucano t bV a NC8080BMP20 MerJmL i 28 SAND I 93.2 0 21124 .... .. -_.............. 2 5 [HeOx 6' None C I C N N is cm.v..are..,am0nmmlem 12r 9AB10 I 632 0 282A iHe®f 6: Noris _ _ . s 1 ela'�a.-R3o m,1 6 ampff ._.....___.._.___..__.- \q 41 food 19 BAND 932 0 28-74 rHdk3: 1411srtm I dodo at 445fed 0 30 SAND 932 0 2824 He16r2: 1klrg _,,,Wmmdd_ 47.6 fed a 31 SAND I I 932 0 1924 Hellxis 101ndfes lo®ledd 501edSAND - d p i w 110 33 SAND I 93.2 0 2824 I S11FEiY FACTORS_APPL1m.. _ 1 a. z (ID'IN.NRmeed SAND ISPk•e<I•mua.e.mema, (__...._- .__ ........ p a „s CCanngecgbn:..2 Tendon: 2 i I- 1. 3< SAND 632 0 7814 I 4A•3:.__'`aytc�•. .bY ' 3as SAND 2 a 2a24 a SAND 932 a 1924 iLehlrrJ:.__._�_._..&r .Mog:�___.._ ........................_................................_..........._............................._......... 6 a J vwi CALCULATION RESULTS ""t .00in 15cm] w Is 37 SAND l 832. a 20.24 .- Bearing CeoadM. i INSTALLATION CONCEPT OF PIPE CAP DETAIL d90 zv T 1.m 1s llslPm,lya:.s.O SAXo l6Pkwdrlu+.,nomka, 38 SAND 832 0 2824 PAM *� 39 SAND 932 a 1924 B „\'�•'.^'+'=•_•�, B o f`Z t,4 t1es71<.,awr lak m.s.,,Na�Omn m.e,• 40 9At1D 932. 0 2824 U116tmtr,Tmalan CamdM. NOTES: j y q y ,wmy ' .Is.msec omN. FW.7 kips > Oldpe PAM p>N' rrlr'�Irama.bsrzlD(sok m....k - 41 9IW0 "'"" 932. 0 7924 Medlrolkal Comvae.iw CerOadN d Shalt 1.GALVANIZED MATERIAL PER ASTM 4123.FOR BLACK ADD SUFFIX"U"AFTER THE CAT.NO. w w w m.00.w 42 SAND 83:2 0' 2824 �. > 84 Wpa PASS (mis.n eArro(sMk cane.n mm....l.m0 43 SAND 69.2. 0 28.24 Med,arum TlaMion C.Pedwdetmm 2.MATERIAL SPECIFICATION: a TMslwe.yE•E SN1DIswk lame.eeRv.leE. 44 SAND _ 932 0 19.24 go > g� PAW TOP PLATE-PER ASTM A-36 43 BALD B92 0 =814 CASTING-STEEL PER ASTM A958,SC 1045 GRADE 40/80. ar^ mslwe.masc0cnw6L.ane.s(Owl:emm Rrxwhed Dao61 for Lafifel C+oadM. 6.00in[l5cm] Is so 16 o 48 SAND 83:2 0 2814 50 foot > 0fed 1A39 "J 3.RATING: 47 SAND 9320' 2824 ;Bg dhp SbmgUhf.L FOR P20 PIPE PILES.2.875"O.D.SCH.401S RATED AT A MAXIMUM COMPRESSION o '..�* : psAsessAao l6MkeuMaseeeau.m+:eb 48 SAND 832 0 1874- X49 fbpps > OR40pa PA95 ': LOAD OF60 KIPS f266 kN1(30 KIPS f133 kN]ALLOWABLE) __............_._......_._................____....._.._..___ro ,_ ...........__..............._.__..._.............._....._ _ "' z ii°'W0"°k�'•O0"1e0'Ti6VO'" 49 SAND 83.2 0 2854 ,g gbh; FOR P20H PIPE PILES.2.875'O.D.S HBO NAMED AT A MAXIMUM COMPRESSION �,. NC8060604P28 r•+m LOAD OF 72 KIPS t320 kNI(36 KIPS f160 kNI ALLOWABLE). z 50 SAND 832 I 2824 gp Ides > 84 tripe PASS THIS RATING.IS VALID ONLY IF PIER CAP DETAIL HAS BEEN DESIGNED I`aEe°"" SHEET 1 1 OF I 61 SAND NO'fE8 W2 0 2824 ITo1lan CaDodN f6nedmlttw Bk TO ENSURE ADEQUATE LOAD TRANSFER FROM REINFORCED CONCRETE , 1 80001[-m.9 > 71001[-Tbs PA88 A FOUNDATION TO SCREW PIER,AND IN ACCORDANCE WITH EXISTING i'^n•-�*'^'^�•' A ITPoa Milled pea mn6gmetlon b based rn bine ft l�ndefd LOCAL CODE REQUIREMENTS AND/OR ESTABLISHED LOCAL PRACTICES. fineeoddogf-Bywrprolednequk-Kr-®AC368 i CATALOG NUMBQL4 ! I BUllding SOITtl.Fouridatlans NEW CONSTRUCTION BRACKET ��° evaksded p.l>dud,plmas ml6Jd Madsen Dixie et '_it.Demfptla�':- IDA_ Qly 4.HARDWARE:Ht:X HEAD BOLT WITH JAM NUT. I...___...._.._...._......_.._.._.._..__........_._......_..1.___......___._......__.._.._._......._...................___ FOR P28 He P28H PIPE PILES W lwwwmadsendBOa.ccfa Prim to find POs design,prainNmry BfarJut _ :_N®oeoeowv All Information contained In this disclosure whether patentable or ' x a ; .._..Ezterelaf Sftdt vm8t39a 218_! i ; otherwise comprises propdetary infonnahon or MaLean Dixie,LLC.' ;taste,aafdtsmad svitlf the propmed pOe -fg-don.one ..........._............................«._.._...._...-_._..._--`: __....._....__-------...._......_-...............__...._._...._. ¢n °d�o N :6dadon_SMte�ciP�.Bu® 27 i and its unauthorized use or publication without the express wdHen '- w p a P r P NOTES: CRL consent ..M n i' strictly r '1 (/6/12 co se o MacLean Dixie,LLC.is st c oh bl ed I� -L�d 31mR v1NMfe1a2ti 27 i YP ?� z _._._-..._ L....................... res r 1__.. ' B 7 6 5 4 3 2 I qJ� JpJ w=Z J 2 0 ] a=az 6 5 p�1Z ^JWU B B ] 6 5 < J 2 1 ....... ............._................._.._..._..a_......___......_........_............_......._a._......_......._...----__.......-_.....-.____..._._ .i.____._....____..-_._.i-__ _.__�..._.-_-..-.-.._...._. _ P28HE64fl._.._._..: pal�-- ..._..............i_._....._.........:._........................ B P28H845101214 Z z NOTES: TORQUE STRENGTH RATING OF 9.000 FT-LB[12,200 Nm] NOTES: o N�q p i N ate, TORQUE STRENGTH RATING OF 9.000 FT-LB[12200 Nm] i ULTIMATE COMPRESSION CAPACITY-72 KIPS[320.000 NJ WITH A I ULTIMATE COMPRESSION CAPACITY-72 KIPS[320,000 NJ WITH A 1.FINISH-HOT DIP GALV.PER ASTM 4123 OR BLACK BY j TORQUE FACTOR(Kt)=8 1.FINISH-HOT DIP GALV.PER ASTM A]23 OR BLACK BY rP W TORQUE FACTOR(Kt=8 ADDING SUFFIX"U"AFTER CAT.NO. SINGLE 12"HEUX ULTIMATE STRENGTH-40 KIPS[178,000 NJ,3/6'THICK ADDING SUFFIX"V'AFTER CAT.NO. i ULTIMATE TENSION STRENGTH-100 KIPS[445.000 NJ o ULTIMATE TENSION STRENGTH-100 KIPS[445,000 NJ o = 0' 2.PIPE MATERIAL-2.875'O.D.X 0.276"WALL SCHEDULE 80 PER 0 2.PIPE MATERIAL-2.875"O.D.X 0.276"WALL,SCHEDULE 80 PER p i ASTM A500 OR EQUAL WITH MINIMUM 50 KSI[345,000 kN/sq.mJ YIELD STRENGTH. ASTM A500 OR EQUAL WITH MINIMUM 50 KSI(345,000 kN/sq.mJ YEILD STRENGTH. 3.'STRENGTH SQUARE"COUPUNG-CAST STEEL PER ASTM A958.SC1045 OR EQUAL WITH 40 KSI 276,000 kN/sq.m YIELD 3."STRENGTH SQUARE"COUPUNG-CAST STEEL PER ASTM A958.SCI045 dV i AND 80 KSI(552.000 kN%sq.mJ ULTIMATE STRENGTH MINIMUM. OR EQUAL WITH 40 KS)[276.000 kN/sq.m1 YEILD m AND 80 KSI[552,000 kN/sq.mJ ULTIMATE SSTRENGTH MINIMUM. 4.COUPLING BOLTS:3/4"DIAMETER X 3"LONG HIX HEAD PER 14in[36cm] 4.HELIX MATERIAL-HOT ROLLED CARBON STEEL PER ASTM A1018 -- W ' ASTM A325 AND 3/4"HIX!AM NUTS PER ASTM A563. OR EQUAL WITH 55 KSI l379.000 kN/sq.mJ MINIMUM YIELD STRENGTH, f y^o S.ALL WELDING BY WELDERS CERTIFIED PER AWS CODE DLI I S.COUPLING BOLTS:3/4"DIAMETER X 3"LONG HEX HEAD PER `> I-•o 6.ALL MATERIAL IS MANUFACTURED AS PER ICC-ES,AC70 ASTM A325 AND 3/4'HEX JAM NUTS PER ASTM A563. W 1 ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS. 85in 216cm 14in[36cmJ HELIX c=am [ ] 6.NOMINAL SPACING BETWEEN HELICAL PLATES IS 3XTHE LOWER DIA. o� c; c c i 7.ALL WELDING BY WELDERS CERTIFIED PER AWS CODE D1.1 C Ir j j 36in[91cm] rr B.ALL MATERIAL IS MANUFACTURED AS PER ICC-ES.ACID A A I ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS.62.00in 157cm] 58.841n 149cm] i" 84in[213cm] 12in[30cm]HELIX yP� P G YOq� B I B B I 30in[76cm] ' 0 2 37Sn[I cm] N Z v i I.i ��ROFsasia�P. i o: - IOin 125cmJ HELIX m ' ................•___...........-._._......-_-._.......__...------.._..............-..._..........._............_._............_._._.........._._......-{... ........................................... .................. :.wwu. ....... .................................... N 02.8751n[7cm] .276in[Icm] I P28HE64 I P28H84S101214 Cu __....._-.........--....__.......................... 0288 [ ] 028 [ ] - -------._._...------'-'-- �I SNEEr 1 I OF 1 OF A L,..............................................................-u.a.. .. ......... ......................i A A i D « - �:...:,,m.a EET I ;, 1 !A J 3 to 7cm in lcm 1u L. ' Butltlin SaIt4Foundatl0ne2.876'0.D. i Building Solid.Fotindations ; r S I 9 P28H 9 P28H 2.875"O.D. SECTION A-A .............................................._.................................... ................................I........................, h80 EXTENSION I ... ....... ......... ...... SCALE I:4 SC ................................ ..................................................... ................... .............. sch80 LEAD 1 W All information contained In this disclosure or ': SEC710N A-A All Information contained in this disclosure whether patentable or 1 1 q otherwise comprises proprietary information of MacLean Obde,LLC.; SCALE I:4 : otherwise comprises proprietary information of MacLean Dixie,I.I.C. a and its unauthorized use or ublicahon without the express written roAn=- T : and its unauthorized use or publication without the express written a. w p P z .sY. i 8/9/11 sla rix. J p CRLa consent of MacLean DOde LLC.is stdctl rohibitetlCRL 8 12 11 Y p """"' : I convent of MacLean Dix(e.LLC.k zidcily prohibited / / - a W B 7 6 - 5 / J 2 I B -. ]. - 6 _. 5 d -J .. 2 IJ J ~ fn W -�Z W 6 H g 6 V Z U 6 p tt Z H q q W 7 CO#: 2437018 SN: MANUFACTURER INFORMATION THIRD PARTY APPROVAL AGENCY Label Locations: Ritz-Craft Corporation NTA, Inc. As Noted.(HERS/Energy Star Label located at rP Kitchen Sink or Master Bedroom Closet) of PA,Inc. 305 North Oakland Avenue Verified by 15 Industrial Park Road Nappanee, IN 46500(574)-773-7975 Mifflinburg, Pa 17844 TZ-C9/22 1 R CORPORATI�ON T FOR: BUILDER / CUSTOMER [9wWw'RI�M -24-18 D.Feeney Mw„ �., w Dedved from N YDOS 0� NEty Y ALURE HOME6 / PIMEaLIO approved builc ing system "To the best of my �'� S 0 knowledge,belief,and * , * professional judgement, Q ------ — r- ------------- [] a < Is these documents have been n I,; � u reviewed and are in to - ' I compliance with the 2015 `x IRC and the 2017NYS 0 ro 8Q5.2 I I Uniform Code Supplement" O v. r-- -------- 0 .. SIONP DATE DESCRIPTION BY DRAWING INDEX 06/07/18 PRELIM JAL iii""- -- — iiJ i SHEET: DESCRIPTION: 07/03/18 CONFIRM RRM I I I I I I CS Cover Sheet 07/30/18 REV01 RICKY i �i ElEll ii ii ii i i l i i t I N1 Notes 08/09/16 REvaz JAL i i i i i i N2 Notes 08/31/18 REV03 RRM FPI 1st Floor Plan LL-•---- I 09/19/18 SUBSET AKW I I E1 1st Floor Electrical Plan FP2 2nd Floor Plan i i I I E2 2nd Floor Electrical Plan ---__—__---' '------------------------------- —y -T ---------------------------------------------------------- - -------��--------------------- FD Foundation Design Criteria - ---------- ----------------- - ---------------- II �T--- -- T 7 ELV1 Elevations I i }� i I }f 1? i i BW1 1st Floor Braced Wall Plan BW2 2nd Floor Braced Wall Plan I ® II II I LN X1 Cross SectionFAS1 Truss Fastening Details I 'I FAS2 Module Fastening Details MI L—L i FRONT ELEVATION FOR ILLUSTRATIVE PURPOSES ONLY;SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS. The enclosed drawings and specifications(referred hereinafter as subset)are the property of Ritz-Craft Corporation of PA, Inc.This subset is intended to show a specific plan or layout. BUILDER' This is intended to show the Ritz-Craft building module is in compliance with all state code ALURE HOMES requirements and standard engineering practices in order for the general contractor to obtain MODULE/ROOF LAYOUT: CUSTOMER: building permits. No part of this subset may be reproduced or used in any form or by any DIMEGLIO means without written authorization from Ritz-Craft Corporation Inc. This subset is MATTITUCK,NY proprietary and confidential.Any unauthorized use is prohibited. T RC ACT.MGR: JUDD LONG MODEL: 4 BOX CAPE The drawings in this subset should not be scaled for dimensional reference. All dimension A G TITLE: lines and notes supersede any such reference. fist FLR 2.nd MR ROOf SITE ADDRESS: COVER SHEET Ritz-Craft Corporation Inc.will be considered a sub-contractor in all building projects, 2280 DEEP HOLE DR supplyinga buildingcomponent to a general contractor or builder. All notes with reference to SCALE: "in-field","by other", "on-site"and"by builder"are pertaining to the responsibilities of the MATTITUCK, NY 11952 NTS general contractor. SUFFOLK County SHEET: c0#: 2437018 SN: NEW YORK NOTES: NYS Uniform Code (which incorporates by reference): •2017 Uniform Code Supplement, publication date July 2017 (2017 UCS), 1. These plans shall be used in association with the calculations provided in the submittal which replaces the 2016 Uniform Code Suppplement (2016 UCS) package and with the calculations provided in the previously approved systems drawings. -References the International Code Council publications (the 2015 IRC, 2015 IBC, 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, and 2015 IEBC), These plans and calculation apply only to the specific elements contained therein. Any RITZ-CRAFT with specific code printings, appendices, and referenced standards as portion of the design not specified within the calculations or approval shall be in accordance CORPORATION identified in the 2017 UCS with the prevailing building code or be designed by other registered design professionals. NYS Energy Code (which incorporates by reference): These plans and/or calculations shall be utilized only for the project listed and for the nWW.RITZ-CR FT.CCM •2016 Supplement to the New York State Energy Conservation loading conditions specified. All loading design criteria shall be verified and approved by a APYRIOH @018. OMENTA IDTHE SUB ECT Construction Code, publication date August 2016, revised August 2016 local authority having jurisdiction. OF NEGU Y (2016 ECS). All references within the 2016 ECS to the 2016 UCS, shall be deemed to be amended to be a reference to the 2017 UCS. 2. Foundation design is NOT INCLUDED in this plan set. The foundation shall be designed by tT� SOMAS O •References the 2015 International Energy Conservation Code (2015 other registered design professionals and shall account for all loads induced by the modular A`,. . IECC), as published by the International Code Council, with specific codestructure as depicted herein,as well as all other required loading, and shall be specific to the F printing, appendices, and referenced standards as identified in the 2016 site and soil conditions of the address specified. The foundation design shall be provided Q 'k ECS •ASHRAE 90.1-2013, printing as identified in the 2016 ECS and certified by a local design professional familiar with the site conditions. Other referenced referenced standards mentioned in 19 NYCRR Part 1240 3. Primary and secondary roof drainage systems shall be designed locally by others to convey n I, w all rainwater from the roof areas. The primary roof drainage system-shall be designed in m SITE ELEVATION: 1 ft ASL accordance with the provisions of the code of the local jurisdiction. The flow capacity of the secondary(overflow)drains or scupper shall not be less than that of the primary drains or �, X80526 �✓_ DESIGN CRITERIA scuppers. ROFESSIO�P\• Model Number or Name: 2437018 4. This building IS NOT designed for the application of brick of stone veneer. Dwelling NJ/VA:R5,MA:R3 5. Approval of plans for the foundation,exterior stairs, porches,decks, basement stairs,site DATE DESCRIPTION BY 1 and 2 Family Y g( ) built additions and auxiliary structures, and installation of the home shall be in accordance Building Area: 2563 SQ. FT. with the local code requirements. os/o�/1s PRELIM JAL Construction Type: ■VB ❑ VA 6. Basements, habitable attics,and every sleeping room shall have at least one operable 07/03/18 CONFIRM RRM No. of Stories Above Grade: 2 emergency escape opening. Sill heights of egress opening shall not be more than 44 inches Mean Roof Height: 23.83 FT. o7/3ona REvo1 RICKY Min. Distance to Lot Line: >5 FT. above the floor. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. The minimum net clear opening height shall be 24 inches, and 08/09/18 REvoz JAL Exterior Wall Rating: 0 HR. the minimum net clear opening width shall tie 20 inches. 66/31/16 "REv03 RRM Ground Snow Load(Pg): 20 PSF Roof Snow Load(Pf): 23.7 PSF Roof Pitch: 12 / 12 7. Installed water heaters shall have a drip pan as required by section P2801.6 of the 2015 IRC 09/19/18 sussEr AKW Minimum Roof Live Load: 2. PSF 8. Installed plumbing fixtures shall comply with 2017 NY UCS Table P2903.2 Roof Dead Load: 10 PSF 9. Use of adhesive-only attachment of gypsum board shall comply with Technical Bulletin } Floor Live Load: 40 PSF TB-1023-RCNYS 9t 5/2, 1 Floor Dead Load: 10 PSF WHOLE-HOUSE VENiiLAflON PER R303.4 Wind Speed: 110 MPH Vasd ( 140 Vult) Wind Exposure: C Seismic Design Category: B ATTENTION LOCAL BUILDING DEPARTMENT: Derived from NYDO Electrical Service Panel Size: 200 AMPS; The building structure depicted on-6e' se plans has been approved by the approved bui(dino system Additional Sub-Panel? ❑Y ■N Division of Code Enforcement and Administration of the New York Permissible Gas Type: N/A Department of State for RESIDENTIAL USE ONLY. Design Codes: see Sheet N1 NOTE: BUILDER RESPONSIBLE TO COMPLY WITH NYCRR Thermal Climate Zone: see RESCheck PART 1265.1 AND NOTIFY CODE ENFORCEMENT Degree Days:see RESCheck OFFICIAL OF THE USE OF ENGINEERED LUMBER/ Minimum Furnace Output: TRUSSES AND POST APPROPRIATE SIGNAGE ON Thermal Transmittance Values: Floor* Wall* Roof'* STRUCTURE. ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS SUBJECT TO LOCAL INSPECTION: The plans and specifications for the permit_plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State,which were approved on BUILDER: December 29,2014 under systems number See RESCheck M0182-2014-115. ALURE HOMES CUSTOMER: DIMEGLIO • Flame Spread Index: < 200 MATTITUCK,NY • Rcacr.MCR: JUDD i oNc Smoke Development Index: < 450 • Sheathing Span Rating: MODEL: 4 BOX CAPE 7/16" OSB: 24/16 TITLE: 1/2" OS8: 32/16 1/2" PLYWOOD: 32/16 NOTES 22/32" OSB: 48/24 SCALE: NTS SHEET: y CO#: 2437018 SN: FLOORPLAN ELECTRICAL FOUNDATION WIRING & CIRCUIT LABELS 200 AMP SPECIAL NOTES TO BUILDER/DEALER: DESIGN INFORMATION (UNLESS NOTED OTHERWISE) 1. THE SOLE PURPOSE OF THIS PAGE IS TO RELAY RITZ-CRAFT CIR.l DESCRIPTION is WIRE M CIR.# DESCRIPTION WIRE M FOUNDATION DESIGN CRITERIA TO THE DESIGN 2x10 SPF FLOOR JOISTS ® 16" O.C. KITCHEN 14-2 15 PROFESSIONAL RESPONSIBLE FOR THE FOUNDATION CORPORATION 1X 12_2 20 1 OJ2000 FLOOR JOISTS ® 16" O.C. MDRNNG NNG ROOM GQRERAL LIGHTING DESIGN. THIS IS NOT A CONSTRUCTION DOCUMENT AND 2x6 EXTERIOR WALLS ® 16" O.C. 2X MGRMNG NNG ROOM 12-2 20 2 GENERAL LIGHTING 14-2 15 SHOULD NOT BE USED AS SUCH. www.aiTz.GanMcom 2X4 MARRIAGE WALLS ® 16" O.C. 3X REFRIGERATOR 12-2 20 3 GENERAL LIGHTING 14-2 15 2.FOUNDATION DESIGN CRITERIA IS LIMITED TO GGp/RIGW=8.TMB000UdAENt ANDTNESUBJEGT 12/12 STANDARD W/SHED TRUSS ® 16" O.C. 4X WASHER 12-2 20 4 GENERAL LIGHTING 14-2 151 WIND/SEISMIC AND/OR GRAVITY LOADS AND COLUMN/PIER/PILING SPACING AND LOCATIONS. 1st FLR CLG HT: 9'-0" 5X DISHWASHER 12-2 20 5 FURNACE 14-2 15 3.FOUNDATION DIMENSIONS AND ELEVATION DIFFERENCES NES SHALL BE OBTAINED FROM THE BUILDER'S COPY OF THE 'C 6X HXI79DE RECEPTACLE GH r;12-2 20 6 GENERAL LIGHTING 14-2 15 FLOORPLAN. P` (NOMAS �. O'p PLYGEM CASEMENT/AWNING WINDOWS 7X 1ST FLOOR BATH GF1 12-721201 7 IGENERAL LIGHTING 14-2 15 4.WINDOW LOCATIONS FOR RAISED RANCH AND SPLIT LEVEL C04 8X SM. APPLIANCE I 12-2 20 8 GENERAL LIGHTING 14-2 15 MODELS SHALL BE OBTAINED FROM THE BUILDER'S COPY R-38 ROOF/CEILING BATT INSULATION REWF,, OF THE FLOORPLAN. �C R-21 EXTERIOR WALL INSULATION 9X 2ND FLOOR BATH M'' 12-2 201 9 IGENERAL LIGHTING 14-2 15 5.IN THE EVENT OF A DISCREPANCY BETWEEN THE R-19 1st FLR FLOOR INSULATION (SA) BUILDER'S COPY OF THE FLOORPLAN AND THIS .0 tOX GARBAGE DISPOSAL 12-2 20 10 GENERAL LIGHTING 14-2115 L _ (ON-SITE BY DINERS) DOCUMENT, THE BUILDER'S COPY OF THE FLOORPLAN m 11X WHIRLPOOL MOTOR GFCI 12=2 20 11 GENERAL LIGHTING 14-2 15 SHALL SUPERSEDE ANY AND ALL INFORMATION PROVIDED FOUNDATION TYPE: FULL BASEMENT 12X MICROWAVE 12-2 20 12 GENERAL LIGHTING 14-2 15 ON THIS PAGE 1ST FLOOR FLOOR GIRDER TO BE: (2)2x10 SPF (EA. BOX) 6.THIS PAGE IS NOT AND SHALL NOT BE USED ASA A X80526 Ali 13X FREEZER 12-2 20 13 GENERAL LIGHTING 14-2 15 CONSTRUCTION DOCUMENT. THE INFORMATION ON THIS REDUIRED 12-2 20 14 GENERAL LIGHTING 14-2 15 ESS�O 14X DINING ROOM � PAGE MAY NOT BE COMPLETE OR ACCURATE ENOUGH TO SOF NP USE FOR CONSTRUCTION PURPOSES AND SHOULD NOT BE 15X SM. APPLIANCE REDUIRED 12-2120 1 15 GENERAL LIGHTING 14-2 15 USED AS SUCH. DATE DESC ION BY 16X SM. APPLIANCE REGUIRED 12-2 20 16 GENERAL LIGHTING 14-2 15 7.THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR 1HE 06/07/18 PRELIM JAL FINAL CONSTRUCTION DOCUMENTATION REQUIRED BY THE 17X GARAGE GFCI REWLED 12-2 20 17 GENERAL LIGHTING 14-2 15 STATE AND/OR LOCAL AUTHORITY HAVING JURISDICTION. 07/03/18 CONFIRM RRM " 18 GENERAL LIGHTING 14-2 15 S.RITZ-CRAFT CORPORATION ASSUMES NO RESPONSIBILITY 19 AC 10-3 30 FOR ERRORS IN THE DESIGN OR CONSTRUCTION OF THE 07/30/18 REV01 RICKY FOUNDATION AND SHALL HAVE NO LIABILITY WITH 1H EBB HEAT 12-2 20 20 DRYER (ELEC) 10-3 30 RESPECT THEREOF. 08/09/18 REV02 JAL ROUGH OPENING 2H EBB HEAT 12-2120 20 DRYER (GAS) 12-2 20 08/31/18 REV03 RRM CALLOUT WIDTH I HEIGHT TYPE MANUR LIGHT VENT U EGRESS REMARKS 3H EBB HEAT 12-2 20 21 WATER HEATER (ELEC) 10-2125. BUILDER MAY INSULATE BASEMENT WALLS IN PLACE 09/19/18 SUBSET AKVV 2868 FIRE-B 33.50 81.75 Inswing 00.00 00.00 0.14 - 4H EBB HEAT J12-2 20122 ELECTRIC RANGE 8-3 401 OF FLOOR INSULATION, AS DICTATED BY LOCAL 306838.50 82.50 Inswing 00.00 19.33 0.14 - 5H EBB HEAT 12-2 20 23 GAS RANGE 14-2 1g CODES. 3068 DS 68.50 82.50 Inswing03.34 19.33 0.23 - 6D68 SGD 72.25 80.00 Siding 30.80 15.28 0.34 - 6H EBB HEAT 12-2 20 24 SELF CLEANING RANGE 6-3 50 THE FACTORY RECOMMENDS EXTENDED VENTILATION 7H EBB HEAT 12-2 20 25 WALL OVEN GAS 12-2 15 OF THE BASEMENT DURING CURING OF THE CLAW2020-3 72.00 24.00 6.3 5.61 0.00 (GAS) CONCRETE WALLS AND FLOORS TO ALLOW FOR CLAW3020-3 108.50 24.50 10.5 10.26 0.00 8H EBB HEAT 12-2 20 26 WALL OVEN (ELEC) 8-3 40 MOISTURE DISSIPATION. CLCA1830 1830P 3 36.50 00.00 00.00 0.00 9H EBB HEAT 12-2 20 27 SELF CLEAN WALL OVEN B-3140 CLCA2036 24.50 42.50 Casement PLYGEM 04.30 03.55 0.29 CLCA2040-50 96.50 60.50 28.1 10.6 0.00 ROH EBB HEAT 42-2120 28 COOK(DW DRAFT)TOP(ELEC) 8-3 40 CLCA2830P 32.50 136.50 5.2 00.00 0.00 11 H EBB HEAT s;2=2 20 29 COOK TOP (GAS) 12-2 20 CLCA3030 36.50 136.50 Casement JPLYGEM 06.00 05.52 0.29 EGRESS 12H EBB HEAT 12-2 20 30 BEC.WALL OVEN W/►IICRO 8-3 40 CLCA3040 36.50 48.50 Casement PLYGEM 08.40 07.68 0.29 EGRESS 13H EBB HEAT 12-2 20 31 BEC.FURNACE(60 AMP) 6-3 40 CLCA3040-2 72.50 48.50 Casement PLYGL7A 16.80 15.36 0.29 EGRESS 14H EBB HEAT 12-2120 32 BEC.FURNACE(30 ANP) 10-3 30 •PHOTO ELECTRIC SMOKE ALARM FORITHE STATES OF VERMONT&MASSACHUSETTS. •IF BASEMENT,SMOKE ALARM ONSGII}D ON-SITE •IF INTERIOR PANEL.BOX A DISCONNECT IS MIUM AT THE NEAREST POINT OF ENTRANCE OF THE SERVICE CONDUCTORS. ';'i_ •SERVICE CABLES SHALL COMPLY W/'ART.378 OF THE NEC •THE GROUNDING ELECTRODE SYSTE3T.IMLL SE STE INSTALLED h CONFORM TO ART.250-III OF THE ELECTRICAL LOAD CALCULATION NEC. HEATING COOLING WATTS Verifled b HVAC 5000 BEC BASEBOARD: 0 OTHER LOADS FAN/LIGHT c=1PANEL BOX / lz WATTS OJ JUNCTION BOX COMBINATION GENERAL LIGHTING SQ.Ff•3): 7689 PF PADDLE FAN WATER PROOF DOOR CHIME SMALL APPLIANCES CIRCUITS (D THERMOSTAT EXTERIOR LIGHT RANGE(ELEC. 8000 SINGLE SWATCH CEILING LIGHT PHONE REFRIGERATOR: 750 - N" BUILDER: MICROWAVE: 1000 1 3-WAY SNITCH 0 De iv`G d from YDOS DISHWASHER: 1200 $4 4-WAY SWITCH PL PENDANT LIGHT O approved Wilding item ALURE HOMES CLOTHES WASHER 1000 CUSTOMER: CLOTHES DRYER(ELEC): 5000 110V RECEPTACLE 11C HEAT LAMP ® SPEAKER WIRE PLATE D I M E G LI O WATER HEAIER ELEC. 5000 220V RECEPTACLE T HEAT LAMP TIMER © �� VAC MAT ,NY MIM 0 RC ACT.MGR: JUDD UDD LONG SWITCHED �� BB HEATER SUBTOTAL OTHER LOADS: 34139 RECEPTACLE © PULL CHAIN LITE MODEL: 4 BOX CAPE (TOP ONLY) TO UNDER CABINET LIGHT TITLE: 1st 10 KW of OTHER LOADS 0 I00X 10000 XX CIRCUIT/ REMAINDER of OTHER LOADS 0 4OX 13655 ® EYEBALL SPOT NOTES GREATER of HEALING/COOLING LOADS ABOVE 5000 SA SMOKE ALARM � RECESS SPOT 4a COKE RECESS LED SPOT SCALE: NTS TOTAL CALCULATED LOAD: 28655 ALM SHEET: PLANS MAY BE MIRRORED AND/OR REVERSED = 119 AMPS N2 (INSTMM PANEL 97E=200 AMPS) COM 2437.018 SN: B 46'-0" 15'-4Y2" 14'-0" 10'-634" 4'-6Y4" --------------------------------------- A ; Verified by ADD. 10' WRE 22-534-1' 39'-0%' 43'-7' ' ' RITZ-CRAFT T.1 I _ CORPORATION DROPPED To CLCA18301830P/1830-3 6068 SGD CLSPDR3068 SG CLCA2830P SGIi t 11 BASEMENT 6068 SGD I ICF {{} , H Y.Nf WWW0.1Ti.CRAFT.caM O — X 3 8 SPF#2 X 0 2x8 SPF12 HDR j j coneomo+a nns oocuMturumrwsueEcr do 1)-1.5 X 9.25 LVL HDR I I 1)-1.5 X 9.25 LVL HDR erlved from NYDOS I I ; , 31 6" proved building system 'E�'OF NE[rj� 1---1----- MASTER BEDRDOOM r DINING ROOM � ' �.NoMAs mag LAMINATE �, -� LAMINATE REA I I �4 A -217.17 SF -4 MEA=108.67 SF I I slr LT=17.37(REOD)30.80(PROV) ; KITCHEN LT-8.69(aEQD)30.00(PRo1) yr=4.35(REQD)15.28(PRM4 t vr=1169(REaD)15a6(PRoh I LAMINATE Up i I + yl t' w r o CARPE jj ri C7 N 1 L=o I . r-------T-------� n 605.26 40 I p OFES s10N��. U I I I I � Z DATE DESCRIPTION BY u U 06/07/18 PRELIM JAL N O II 07/03/18 CONFIRM RRM (�O LAMINATE DN ONSITE GARAGE a 07!30/18 REVD, RICKY CLB2: (1) 1.50.25 LVL 00 I I 'n 06/09/16 REV02 JAL N 38 FIRE SEPARATION OF GARAGE I I 4.OE, EA. MODULE NG ONSITE BY.. NO-SEAT, M . 08/31%18 REV03 RRM" ANDD Tim r 2468 2468 _____ _ --__ OTHERS _j CLB1_ 2 1_5x24 LVL 2.0E, EA. MODULE_DROP_HEADER2668 i oslis/ifi sussEr AKw C14 i 32)!" 16'-0" 11 ' ' I I � O ; z I LAMINATE (S/L) Z I LIVING ROOM o --- I l - WIC i LAMINATE (S/L) --- o i LAMINATE (S/L� LT-22.7744(REM)30.00(PROD m 00 II II CD ' --------- yr=17.37(REOD)2827(PROVO o O � I7a U- M ASTER Z00 Z II ' o II N ---J to BATH 1 2 BATH I 0 LIk9ERN I I m VINYL ¢ lO $ _ b� II T—N � VINYL �/ II 0 M J 2x6 V I Timg L— o of I I C10. ao FOYER oD r 6032-SOAK LA 1 rL a LAMINATE (SA) ;.;.- Z CID I �� .n i I (SIL) N ¢ N UTILITY, a �a CL HDR4: (1).1.5x9.25 LVL 2, RCSA RCDA RCSA nL- 6-PANEL HDR5: (2) 1.5x11.25 LVL 2.0E (PERIMETER BMDS tI I CLCA3030 SG CLCA3040 3068 DSL CLCA3040 I w/08SCU GLASS 1)-1.5 X 9. 5 LVL HDR I CLCA2040-50 1)-2SPF#2 HDR L_--__-- I R I ---=----_------------------------_------ d 12'-5'1-J 21'-4'--I i =i ao j 1101133'C23.1.527.25 LVL 20E I 32'-1'�i ----__ BUILDER: 5'-6Y2" 6'-1 Ph" I 10'-1Y2" i 41'-10,1 16'-0" ALURE HOMES f -I 2'_2" f _ H 7'-5)/2" CUSTOMER: ------------------------------ ONSITE- -PORCORC ----------------------- CABINETS DIMEGLIO ROOM BASE (ft) OH (ft) MATTITUCK,NY 26'-2" 11'-10" 7'-s' KITCHEN 15 18 RC ACT.MGR: JUDD LONG ISLAND 10 Q MODEL: 4 BOX CAPE NY INSIGNIA HALF BATH 3 0 TITLE: CASEMENT/AWNING WINDOWS • MAST BATH 9 2 1ST FLOOR PLAN NTA-F2 UTILITY 0 3 FLVL IS 2.0E W/ Fb=3100 PSI ■ DATA SHEET MAIN BATH 6 0 SCALE: 0.017194 SHEET: TFP1 CO#: 2437018 SN: II II II II GHRITZ-CRAFT I CORPORATION I II II WW W.RITZ-LRAFf.cOM — p -- -- DIM XL —— ________—_ 11 11 I LOPW21GHT02014.TN19001UMEM AN0 THE SU&IKT MAYTEN LOMAINEO HERflN 19 PROPPoETPRY Ala MI1Y dx X `� 3x FI % X _ RECEPT I I I ! QF NE E� i- •-' I P-v\9� /OMASO W4' i DW ;J MASTER BEDRDOOM ---1------- }_ �- II I DINING ROOM ; Q�N �� (3 )110V & (1) GR J ;---��`. _ r��\,--= \` _____ _ i i �r • *. CIRCUITS TO CAPE AREA J ; KITCHEf� ; `N\ 1 �` HAN NG Ni / ------- ii \ p080 b UHI- UCJI; I IUN CY 06/07/18 PRELIM JAL DIM // j I I 07/03/18 CONFIRM RRM - i ONSITE GARAGE I I 07/30/18 REV01 RICKY .. i ELECTRICAL FOR GARAGE/BONUS Ij � � I 08/09/18 REV02 JAL Timer j — ON—SITE BY OTHER. 1 -------------- ------ INSTALLEDANSPECTED PER CODE i 08/31/18 REV03 RRM DIM 09/19/18 SUBSET AKW GF1 I ? \ i \ DIM ------------- \ I I I I c LED LED LIVING ROOM i GFI I 1 1 I --1 i FL \ rj '• !L i 1 -JP ; MASTER 1 2 BATH X i \ -_-- --- `\\ �// o UM U0 La tFn ��---- -- i I 4G Timer @60" C�O FOYER L — UTILITY,0CL O gi II I 11 II XL I I L_______ GFI Verifies.by. ONSITE PORCH 9/25/241 �--------------------------------------------------------------------� - U BUILDER: INCALURE HOMES DerWd IrE}rri Pd YC OS CUSTOMER: approved.building system DIMEGLIO MATTITUCK,NY RC ACT.MGR: JUDD LONG MODEL: 4 BOX CAPE 2014 NEC ELECTRICAL NOTES 1. ALL RECEPTACLES TO BE GROUNDED TYPE 7. A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED FOR, BUT NOT LIMITED TO, ALL CIRCUITS SERVING ALL BATHROOM RECEPTACLES. TITLE: 2. A MINIMUM OF(2) 20 AMP RATED BRANCH CIRCUITS SHALL BE PROVIDED TO SERVE ALL WALL AND FLOOR RECEPTACLE OUTLETS LOCATED IN KITCHEN, PANTRY, BREAKFAST 8. GFCI PROTECTION IS REQUIRED FOR OUTLETS THAT ARE WITHIN SIX FEET OF THE OUTSIDE EDGE OF A KITCHEN, LAUNDRY, UTIUTY, OR WET BAR SINK, DISHWASHER, BATHTUB OR 1 ST FLOOR AREA, DINING AREA OR SIMILAR AREA OF A DWELLING. SUCH CIRCUITS SHALL HAVE NO THER OUTLETS. SHOWER. 3. A MINIMUM OF(1) 20 AMP RATED BRANCH CIRCUIT SHALL BE PROVIDED TO SERVE BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS, UNLESS 9. A LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER—RESISTANT/WEATHER—PROOF GFC1 OUTLET IS REQUIRED TO BE LOCATED AT BOTH THE FRONT AND REAR OF ALL ELECTRICAL PLAN SUCH CIRCUIT ONLY SERVES A SINGLE BATHROOM AND OUTLETS WITHIN. DWELLING UNITS.OUTLET MUST BE LESS THAN 78' ABOVE GRADE LEVEL. A RECEPTACLE IS ALSO REQUIRED FOR ALL PORCH/OECK/BALCONIES, AND MAY BE USED TO COMPLY SCALE: 3/16"=V-0" 4. ALL 125 VOLT, 15 or 20 AMP RECEPTACLES AS SPECIFIED IN 210.52 SHALL BE LISTED TAMPER RESISTANT WITH 2014 NEC 210.52(E) WHEN AT GRADE LEVEL AND WITHIN 24'REACH. 5. A COMBINATION TYPE ARC—FAULT BREAKER IS REQUIRED FOR ALL BRANCH CIRCUITS THAT SUPPLY 12OV, SINGLE PHASE, 15 and 20 AMP OUTLETS INSTALLED IN KITCHENS, 10.A 100-200 AMP PANEL BOX MAY BE USED SHEET: LAUNDRY ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR 11.ELECTRIC DROP AND/OR PANEL LOCATION MAY VARY. E 1 ROOMS OR AREAS, INCLUDING THE SMOKE ALARMS, DISHWASHER AND LAUNDRY AREAS. 12.A RECEPTACLE OUTLET INSTALLED TO COMPLY WITH A REQUIREMENT FOR AN INDIVIDUAL BRANCH CIRCUIT SHALL CONTAIN A SINGLE RECEPTACLE, OR A MULTIPLE RECEPTACLE 6. A GFCI BREAKER OR LISTED TAMPER RESSTANT TYPE GFCI RECEPTACLE IS REQUIRED FOR, BUT NOT LIMITED TO, ALL CIRCUITS SERVING ALL COUNTERTOP OUTLETS. IF, AND THEN ONLY TO THE EXTENT THAT, THE SUPPLIED EQUIPMENT INCLUDES MULTIPLE SUPPLY CORD CONNECTIONS CO#: 2437018 SN: Verified by ---- 46'-0" 13'-5y2" 2'-0" 8'-0" 21'-5" 1 - C � Derived from NOS RITZ-CRAFT C approved building system CORPORATION 20'-3---I 34'-1"-- 39'-0Y4"--1 Q W W W.aITL-ORFFT.COM CLCA3040-2 CLCA3040 SIG 6068 SGD CLSPDR3068 waraicHrmma elsoecu aruronesueECT HDR2: 1 1.5x9.25 LVL 2.0E I 1)-2x8 SPF#2 HDR - OLVL 2.0ELi Q NE CD HDR1: (1 1.5x9.25 ,`P NOMAS Afi0,p 00 00 c p BEDROOM 2 N M N CARPET i _ 0 n AREA = 19201 SF I LT= 15.36 (READ)54.00(PROV) L _I o, o ' Cr' Vr= 7.68(REQD)28.80(PROV) I VINYL o z ao Z5050,101 = o N A8Q52ro 01 MAIN 00 SS10 � IBATH CD CARPET DATE DESCRIPTIO N BY N JAL 06107/18 PRELIM CARPET CD __j 07/03/18 CONFIRM RRMLOFT_F_ _ 2668 N V � Llj AREA= 415.63 SF U 07/30/18 REV01 RICKY N LT= 33.25(READ) 37.10(PROV) H- = 08/09/18 REV02 JAL Vr= 16.63 (REQD) 20.89 (PROV) `08!31/18 REV03' , RRM.,. . DN z 09/19/18 SUBSET AKW II - 00 I I o N 10'-4Y2" I I 17-1 LA I" II CARPET CDI 04 32'-7" Do RCB1: (2) 1.5x14 LVL 2.OE, EA. MODULE N BEDROOM 3 ell o CARPET N AREA=128.65 SF 40 8 T—<U LT= 10.29 (REQD) 17.10(PROV) U IL VT= 5.15(REQD) 11.37(PROV) 00 (0 I I I 04 I 1 f - N SLOPED CEILING i i WIC i SLOPED CEILING CARPET i CHASE FOR I FIREPLACE CHIMNEY (SQL) I I I ( / ) I I BUILDER: S L } CUSTOMER: ALURE HOMES �� CLAW2020-3 CLAW2020-3 DIMEGLIO MATTITUCK,NY RC ACT.MGR: JUDD LONG MODEL: 4 BOX CAPE TITLE: 7f-O"--i 32'-4" 2ND FLOOR PLAN 2'-6" 9'-0" 16'-4" 9'—01, 9,—2„ SCALE: 0.020934 SHEET: FP2 v COM 2437018 ' SN: = RITZ-CRAFT CORPORATION -WAITz-GR MCOM /LL. �}, /LL• COPYRIGIR @01fl TM9 OOCUMEMAIID TME SUBIEET � X—a O FLR QD .....�,..,.,,..K� R.w.�.,,.. I ` RECEPT ��_. �QF NEI,Jf . BEDROOM 2 Pc� % �NOMas ADDnoNAL �; O 1 I NG I i i i/ --------------- __ * Q 2 CC C7 LU -ffATH LOFT I' A 0$05:26 \ \\ _,� DATE DESCRIPTION BY \ j ♦ \\ ®� �� I 06/07/18 PRELIM JAL LED • GHT / /U ; / 07/03/18 CONFIRM RRM 07/30/18 REV01 RICKY ' 1 \ I I ` ------- 08/09/18 REV02 JAL LED J f 08/31/18 REV03 RRM --------_ 09/19/18 SUBSET AKW ELECTRICAL FOR GARAGE/BONIJS BEDROOM 3 S �\ ''--------- ---- LED ON-SITE BY OTHER. INSTALLED/INSPECTED PER CODE Or HAN NG 1 L 3Q ---------�``-- ---I - ------ I -------------- --------- -- - - --- -- ------ I 1 Wi C 1 - - - - - - --- -- - - -- - - --- --- - --- -- - - - kDTIONk ADDTIONAL i LED i LUED Verified h\, BUILDER: /2 5 1 CUSTOMER:d ALURE HOMES DIMEGLIO MATTITUCK,NY INC RC ACT.MGR: JUDD LONG f�£rivI e fr _m NYD MODEL: 4 BOX CAPE approved building system TITLE: 2ND FLOOR ELECTRICAL PLAN SCALE: 3/16"=V-0" SHEET: E2 COM 2437018 SN: 15'-0" -------------------, I 1712 PLIF RITZ-CRAFT I � I I FOUNDATION WALL TO BE DESIGNED TO RESIST SOIL ' CORPORATION PRESSURE 0 STAIRS WHERE FLOOR DIAPHRAGM IS CUT. I D WWW.RIR-ORAFT.00M --------------------------------------------- ---------- COPYRIGHT O2.IS TNS--ENT Mm THE.SIECT 1 1 NATTER COMNNEO HEREINI9 PROPRIETMTA,ID FLIY ��--------------------------- ------------ ---� -- I NOTISREPRODUCED WRAFT TONE WRITTEN _ I NOT BE REP OF'RITZ-CRAFT CORPORATION' OUTLINE OF MODULES ABOVE, CONTINUOUSLY - I I I I SUPPORTED BY FOUNDATION SYSTEM --- i I � 1 1 iII L- 11 1 BASEMEN STAIR LOCA d I i � 'L10" 5'-1' 5'-1" 5'-6' 16'-6' 11'-0" 1 j DATE DESCRIPTION BY 2V2 PLF 682 PLF F.L.O. 682 PLF F.L.O. 2262 PLF 682 PLF F.L.O. 2262 PLF 1 I I 06/07/18 PRELIM JAL KID, 5'-1" S-1' 5'-6' 8'-3' 8'-3" V-6" 9'-6' I 1 i 07/03/18 CONFIRM RRM 35'-0' 34-6"- NT __ _ POINT _ POINT POINT POINT POINT 07/30/18 REV01 RICKY 4K-1, h°I^° j LOAD i LOAD -e- - LoaD ---- - '-- - LOAD]-e r�---moi LO -—-—= I,L.,_ .I 11.K 1 oa/os/18 REV02 JAL _ I� r r T_ o -. _._ _ ® 08/31!18 "'REV03 RRM' N I I I L-----I 11K L_-__� '_ _' ' '22K ' _'14K 21 KL___L1___J 14K i i n 09/19/18 SUBSET AKVV 13K L___ lt. L___ GARAGE FOUNDATION LOCATION � I AVerified ALL SPLICES IN MATING WALL GIRDER �' I i tf erifie1w SHALL BE SUPPORTED BY APPROPRIATE 0 o I STRUCTURAL ELEMENTS BELOW. 1 1 GIRDER = 4)-1.5x9.25 LVL i l a� I II li I go I 5 I I 1 J NC Derived from WINOS I I I I I I approved building system I I I II I1 I ' I I II 1 I II 11 I I --=----------------------------- Z=___ COM 2437018 '^ -- -- - SN: I RITZ-CRAFT CORPORATION o W W W.RITZ-CRgFT.COM 1 i •• 1MTTER WOtd CO—1— HEREIN IS PROPRIETARY qNO MAY PYRIGHT THIS OOCOMMT AHO THE SUBJECT E--- 0� NEW Ii , I ti Y P �N0-MAS O,A I I _ # � (�' fir• nQ � w ---3 0$0.526 ✓ g°FES s'OP� 11 I UAIt Uto IF'IIUN by JL— 06/07/18 PRELIM JAL �. �-�'�•' 07/03/18 CONFIRM RRM REAR ELEVATION 07/30/18 REVOI RICKY ALL PORCH/GARAGE MATERIALS &:;CONSTRUCTION oa/x9/18 REVG2 JAL ONSITE BY OTHERS'.-' Verified by 06/31/18 REV03 RRM r— -- 09/19/18 SUBSET AKW 9/25/2018 ! ! INC b ►Vd from WDOS approved building tytem , I I I I T ---T >�pR _METE I 1 BUILDER: FRONT ELEVATION ALURE HOMES NOTES: CUSTOMER: 1. ALL NOTES STATING "IN FIELD" OR "BY OTHERS" ARE OBLIGATIONS PERTAINING TO THE DEALER, BUILDER, CUSTOMER. OR OWNER. DIMEGLIO 2. BASEMENT WINDOWS BY OWNERMATTITUCK,NY 3. ALL EXTERIOR LIGHTS ARE FACTORY SUPPLIED AND FIELD INSTALLED. `. " RC ACT.MGR: 4. HINGE ROOF SYSTEMS REQUIRE FIELD COMPLETION. JUDD LONG 5. FOOTINGS, FOUNDATION ,AND STEPS ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS MODEL: 4 BOX CAPE 6. GARAGE DOORS SUPPLIED AND INSTALLED ON SITE BY OTHERS " 7. SIDING FOR THE GABLE ENDS AND SECOND FLOOR OF 2-STORY IS SHIPPED LOOSE FOR FIELD INSTALLATION. TITLE: 8. HANDRAILS STOOPS, DOWNSPOUTS AND GUTTERS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL STATE AND LOCALCODES. ELEVATIONS 9. TERMINATION HEIGHT OF METAL CHIMNEYS WILL BE A MINIMUM OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND A MINIMUM OF 2'-0" HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10'-0" (CHIMNEY WILL BE INSTALLED BY OTHERS ON SITE) 10. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE ALL WORK DONE ON—SITE BY THE BUILDER, AND/OR HIS/HER+AGENTS, IS TO DONE INA SCALE: WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. SHEET: 11. IT IS THE OWNER'S RESPONSIBILITY TO .ENSURE THAT ALL WORK DONE ON-SITE BY OWNER, AND/OR HIS/HER AGENTS, IS TO BE DONE IN A E LV 1 1 WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. CO#: '2437,018 SN: ij 12 4.98 :- 12 112 RITZ-CRAFT CORPORATION "W W.RITZ-CRAFT.GOM S ICOWRIGHi O 020iBc THIS ODLUMENT AND THE SU&IEOT O u OF NE,o..� I p Mq '0 I f G I El 17_ I I DDD I ; I of O �SS� DATE DESCRIPTION BY I 06/07/18 PRELIM JAL I 07/03/18 CONFIRM RRM �15LF38.1�€ I -- 16LI �8AEI ; I� 07/30/18 REV01 RICKY 06/09/18 REV02 JAL .... LEFT. ELEVATION 06131/18' 'REV03 `RRM ALL PORCH & GARAGE MATERIALS & :CONSTRUCTION 09/19/18 SUBSET AKW 12*5/2018 ONSITE BY OTHERS f!i x +/-�'- '�'�•...,, 14.9611 : I N Deriv drom' NYDOS 12 approved syste I 4 '°ioaR"Um I WAER - { I I I I BUILDER: I I ALURE HOMES CUSTOMER: DIMEGLIO L� MATTITUCK,NY RIGHT ELEVATION RC ACT.MGR: JUDD LONG NOTES: MODEL: 4 BOX CAPE 1. ALL NOTES STATING "IN FIELD" OR "BY OTHERS" ARE OBLIGATIONS PERTAINING TO THE DEALER, BUILDER, CUSTOMER. OR OWNER. TITLE: 2. BASEMENT WINDOWS BY OWNER 3. ALL EXTERIOR LIGHTS ARE FACTORY SUPPLIED AND FIELD INSTALLED. ELEVATIONS 4. HINGE ROOF SYSTEMS REQUIRE FIELD COMPLETION. 5. FOOTINGS, FOUNDATION AND STEPS ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS 6. GARAGE DOORS SUPPLIED AND INSTALLED ON SITE BY OTHERS SCALE: 0.010711 7. SIDING FOR THE GABLE ENDS AND SECOND FLOOR OF 2—STORY IS SHIPPED LOOSE FOR FIELD INSTALLATION. 8. HANDRAILS'STOOPS, DOWNSPOUTS AND GUTTERS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL STATE AND SHEET: ` ,^ LOCALAT10N E I V 2 Q TFRumlenciN HFI[;HT OF AAFTAI CHIMNEYS WILL BE A MINIMUM OF 3'-0" ABOVE THE HIGHEST POINT WHERE THEY PASS THRU THE ROOF AND LSI CO#: 2437018 SN: Verified b I ---------------------- ------------------- T --------------- ----- ---------------- -11II. 25a ' 1: RITZ-CRAFT V-6'9(e CORPORATION WWW.RITZ-LftAFT.COM Q A W .,I t Derived from . 0� 1 COWHIGM @Ot6.TH�s oaCVMENT UW TXESUBIECT o ° x J X ° approved building tem �`�of NEt7 ,OOMAs , MASTER BEDRDOOM r DINING ROOM - HOLD-DOWN DEVICE TO : Q CONNECT FRAMING TO FOUNDATION ------- I I KITCHEN DESIGNED, SUPPLIED & INSTALLED I I r ON-SITE BY OTHERS i II 1 r------- -------- II 080526 I AROFESS1�NPy I I I DATE DESCRIPTION BY N I I 06/07/18 PRELIM JAL ONSITE GARAGE II 07/03/18 CONFIRM RRM j 07/30/18 REV01 RICKY II a I I 08/09/18 REV02 JAL ----------------------------------------- CB CONTINUOUS RIMS I I 08/31!18 REV03 RRM I __------- 0 O1 I OR BAND JOIST I I NAILS 6' OC a I 2 1/2■X 0.131- J-4i .131' I I 09/19/18 SUBSET AKW i � ' o I ALONG BRACED\ II O WALL PANEL I 1 LIVING ROOM II _ BRACED WALL iI PANEL O -----------J CS-WSP MASTER 8d COMMON (2.5"x0.131") NAILS AT 6" 3)-31/2- X 0.131- ---� BAS 1/2 BATH SPACING (PANEL EDGES) AND AT 12" NAILS 16' OC. [[�D L�D SPACING (INTERMEDIATE SUPPORTS) r- ° �wBRACED p� I I tF NTINUOUS i l C40. FOYER - OaNo�alsr 1 Hea UTILITYI II e Q 8008 8008 4'-63F LS-1i0J¢" 4'-2)r 2'-7-Y4 1.000/NEARER TO JACK STUD OF _ FASTEN SfEATHNG TO IffJ10ER �. MZED ONSITE PORCH BO�IN'�,�" � G) L--------------------------------------------------------------------J . FASTEN TW PLATE To TEARER Mt1H V3}-2x1248%HDR BUILDER: TWO ROWS OF 1W SINKER NALS BRACED WALLS PER 2015 IRC R602.10 AT r 0.C. ALURE HOMES Exterior Total Wall Line Braced Wall Braced Wall Tabulated Min.Braced Number of Wind Exposure Support Ridge to Eave Height Wall Height Factor Braced Wall line Adjusted Min Braced Braced Wall Length Blocking DOUBLE FRAMING WTH CUSTOMER: Wall Line Length(ft) Spacing(ft) Method Wall Total Req'd(ft) Stories FactorTable Condition FactorTable Table R602.10.3(2) quantity Factor Table Wall LengthReq'd Proved(ft) Required YN.7/18"WOW STRUCTURAL DIMEGLIO Table 8602.10.3(1) R60L10.3(2) R602.10.3(2) R602.10.3(2) (ft) PANEL SHEATHK FASTENED MATTITUCK,NY A 46.00 29.92 CS-WSP 12.97 (!5 140) 2 1.3 ("C") Roof+Floor L21 (1T) 0.95 (9'-0") 1.W (2) 19.38 22.30 PASSES YES MTM BD COITION OR GALVANIZED B 46.00 29.92 CS-WSP 6.98 2 1.3 Roof Only 1.42 (17') 0.95 (9'-0") 1.00 (2) 12.25 21.36 PASSES YES BOX MALS AT 3'D.C.N ALL FRAYING RC ACT.MGR: JUDD LONG (SNOB BLOCIONC,AND SILLS) 1 29.92 46.00 CS-WSP 10.20 2 1.3 Roof Only 1.42 (ST) 0.95 (9'-0") 1.00 (2) 17.89 18.67 PASSES YES TTP. MODEL: 4 BOX CAPE 2 29.92 45.00 CS-WSP 10.20 2 1.3 Roof Only 1.42 (17') 0.95 (9'-0") 1.00 (2) 17.89 27.03 PASSES YES �t3� C 46.00 29.92 CS-WSP 6.98 1 1.2 Raaf Only L42 (17') 0.90 (8'-O") 1.00 (2) 10.71 27.34 PASSES NO IF NEEDED,PANEL SPLICE SHALL OWJRy8 TITLE: Am BE ATfAgfD To COMMON BLOCKING J SM 24'OF WALL MD40UIT. 1 ST FLOOR ONE ROW REQUIREDN�p�� BRACED WALLS WOOD STRUCTURAL.PANEL SHEATHING SCALE: 3/16"=1'-0" CiN 0005 OVER BANG JOIST. ATTACH SHFJIIHNC'10 BAND WI1FI SHEET: !D WIIYON NAILS AT 3'0.G I �, /L AT LOP AND BOTTOM CS-PF DETAIL(VIEW FROM OUTSIDE) V\V/ COM '2437.018 SN: RITZ-CRAFT I I e'-� s'-3 5'-4%- CORPORATION W W W.AITZ-LapFT.LOM VAS BEDROOM 2 CE L - o r_ 10 _4C I � MAIN rn L O i BATH ca LOFT p n80526 ' ` -_ 9�FEssioP DATE DESCRIPTION BY 06/07/18 PRELIM JAL I I 07/03/18 CONFIRM RRM I I 07/30/18 REV01 RICKY II a 11 08/09/18 REV02 JAL S/-31N8, .-REV03 RRM7 O - N 09/19!18 SUBSET AKW BEDROOM 3 w0 N, 9 X01 I ------------- --- , -;-- - ------------------------ Derived from N`D09 WIC i approved building system I I I I I I 1 I I I I I I I I I I I I I I I I I BUILDER: BRACED WALLS PER 2015 IRC R602.10 ALURE HOMES Exterior Total Wall Une Braced Wall Braced Wall Tabulated Min.Braced Numberof Wind Exposure Support Ridge to Eave Height Wall Height Factor Braced Wall Line Adjusted Min Braced Braced Wall Length Blocking CUSTOMER: Wall Line Length(it) Spacing(it) Method Wa11Total Req'd(ft) Stories Factor Table Condition FactorTable Table R602.10.3(2) quantityFactorTable Wall LengthReq'd Prov'd(ft) Required DIMEGLIO Table R60210.3(1) R602.10.3(2) R602.10.3(2) R60210.3(2) (h) MATTITUCK,NY A 46.00 19.92 CS-WSP 1297 (5140) 2 1.3 ("C") 'Roof+Floor 1.21 (17) 0.95 (900") 1.00 (2) 19.38 22.30 PASSES YES RC ACT.MGR: B- 46.00 29.92 CS-WSP 6.98 2 1.3 Roof Only L42 (17') 0.95 (9'-0") 1.00 (2) 1225 21.16 PASSES YES JUDD LONG 1 29.92 46.00 CS-WSP10.20 2 1.3 Roof Only 1.42 (17') 0.95 (9'-0") L00 (2) 17.89 18.67 PASSES YES MODEL: 4 BOX CAPE 2 29.92 46.00 CS-WSP 10.20 2 1.3 Roof Only 1.42 (17) 0.95 (9'-01 1.00 (2) 17.8927.03 PASSES YES C 46.00 19.92 CS-WSP 6.98 1 1.2 Roof Only L42 (17') 0.90 (8'-0") 1.00 (2) 10.71 27.34 PASSES NO TITLE: 2ND FLOOR BRACED WALLS SCALE: 3/16"=1'-0" SHEET: BW2 COM 2437018 SN: Verified by FP RITZ-CRAFT CORPORATION RIDGE VENT (STD) 0 SHINGLE OVER RIDGE VENT(OPT) ovnm —RI—CRAFT.COMINC, •'v' IDerived from NYDOS � F NE raged buildingSteri F25 or 30 YEAR IBERGLASS SHINGLES SPECIFIC TRUSS . �/Y 3 PLY DRY(8.5mm) CONNECTIONS SHALL BE ,�NoMAS O,A TAR PAPER IN ACCORDANCE WITH THE STAMPED TRUSS DETAILS INCLUDED WITH r o 4mll THICK VAP THE SUBSETS m W BARMER SPRAYED ON B SIDE OF DRYWALL,THEN CO - AIR BARRIER AND INSULATION INSTALLATION per Table N11R-38(CAVITY)INSULATIONWITH BLOWN IN INSULAT02.4.1.1 ALUMINUM FASCIA � COMPONENT AIR BARRIER CRITERIA* INSULATION INSTALLATION` Pre-Fabricated Wood Truss A X80526' �!i 0 16' o.c. f �' General Requmsrents Acenunuous akbarrier shag be installed in the building Air-permeable insulation shag not be used as a sealing material. VENTED SOFFIT R�FESS`.1�N4` envelope. The extedorthermal envelope contains a confinuous air barrier. R-30 CAN7y�INSULATION DATE DESCRIPTION BY Breaks or joints In the air barrier shall be sealed. (BUILDER TO V�ACK OUT 70 MAINTAIN AIR FLOW) R21 FG w/VB 06/07/18 PRELIM JAL Ceiling I Who AV barrier in any dropped coling I sei r,shall be aligned with the The Insulation in any dropped ceiling I soffit shall be aligned with insulation and any gaps in the air barrier sealed. the air bander. 1/2' O.S.B. SHEATHING 07/03/18 CONFIRM RRM Access openings,drop down stairs or knee wall doors to REFERENCE ELEVATION INSULATION 2x6 SPF #2 SIDEWALLS un-nd'Naned attic spaces shag be waled. FOR HEIGHT OF HOME R-15(CAVITY)INSULATION MEASURING GUIDE ® 16' o.c. 07/30/18 REV01 RICKY walls Junction of the foundation and sig plate shall be sealed. Cavigcswith,comers and headers of frame wags shag be FASTENED TO TRUSS Insulated by completely filling the cavity with a material having aOB/O9/1 B REY/O2 JAL Junction of the lap plate and exterior wags shall be sealed, theme]resistance of R-3 per inch minimum. ICE DAM PROTECTION Knee walls shall be sealed. Exterior thermal envelape insulation for Premed walls shall be TO EXTEND 24'INSIDE R-38(CAVITY)INSULATION 08/31/18 REV03 FIRM installed in substantial clad and continuous alignment with the OF EXTERIOR WALL ah barrier. LINE TYP) Li 09/19/18 SUBSET AKW windows,skyfights and dans The spam between window I d.crjambs and framing,and skylights and framing shag be sealed. Rim joists Rim joists shag Include the or barrier. Rim joists shag be insulated. Floors(including above garage The ab barrier shag be installed at any exposed edge of Floor framing cavity insulation shag be metalled m maintain 2 3/4' BEARING 5/8' GYPSUM CEILING BOARD X 4 SPF/2 TOP PLATE and cantilevered floors) insulation. permanent contact with the underside of subfloor docking,or COMPRESSION STRIP floor framing cavity insulation shag be permitted to be in contact with the tap aide ofsheathing,or continuous insulation Installed (TYP ALL BEARING WALLS) an the underside officer fmming;and axt—d,tremthe bottom to 1/2'GYPSUM WALLBOARD the lop ofar perimeter door framing members. 7/16' O.S.B. SHEATHING—\ 2x4 SPF #2 O 16' o.c. Tw ALL INTERIOR WALLS) crew]apace walls Exposed earth in unwnted crawl space.shall be--,ad with Where provided instead of floor Insulation, W/HOUSE WRAP (TYP ALL MATE WALLS) Class I vapor relard—ith ovedapping joints taped. Insulation shag be permanendy attached to the crawl space walls" R21 FG W/VB 4x4 or 5x5 Shags,penetrafions Duct shags,ufigly penetrations,and flue shoes opening to the PERIMETER VINYL SIDING exterior or uncendri-ed.pace shag be waled. R-30 INSULATION Narrow cavdles Battle in narrow cavifies shall be cut to fit,or narrow avaias shall 24 SPF #2 SIDEWALLS ON-SITE BY OTHER be filled by insulation that an installation readily conforms to the O 16 O.C. available cavgyspece. /2•DIA THROUGH-BOLT w/WASHER Garage separation A reeafing shall be proclad between the garage and condtianed 2 X 4 SPF/2 BOTTOM PLA O 4'-0'O.C. (FIELD INSTALLED)OR spacea. _ 3/8'X 6'LAGS O 24'O.C. (2)2x10 SPF #2 Recessed fighting Recessed rightfutures instslled in the building thermal envelape Recessed right fatmes Installed in the building thermalemel,pe RITZ—CRAFT 2x10 SPF 02 O 16'c.c. r D INSTALLED ON—SITE BY- PU _= PERIMETER RAILS shag be sealed to the drywall. shall air tight and IC rated. $TEE].PLATE REQUIRED Plumbing and wiring Batt insulation shag be cut neat to fit amund Wiring d BUILDER I l W "-._I 1 nng Y 9 a^ plumbing in exterior waUs,ormulaeonthat aninstallation readiy I I v MATING WALL GIRDER BEAM PLATE IGN MUST I I -.farms to available space shag extend extend behind piping I l} (4)- 1.5 X 9.25 LVL III E DESIGNED BY PE ANCHOR BOLT SPACING l 1 arra wiring. ALL SPLICES SUPPORTED 1 1 PA-2009 IRC w/PA AMENDMENTS, I 1 I Pj y I I NJAY,MO,WV-2015 IRC I Shower1lubonederiorwall The airbarrierinstalledatWaderwall,adjacenttoshow—and Extorter wage adjamnttosh,w,mand tubs shall beinsulated. I 1�j�7x FlRESTOP INSTALLED- �I DE-2012/15 IRC tubs shag separate Them from the showers and tubs. } DMD AROUND ENTIRE PERIMETER III ME,MA,NH-2009 IRC 1 I 1 Imo OF MATING LINE(6'R-19 TPP) I I CT.VA.Vi-2012 IRC I I Bechical I phone box on exterior The sir barrier shag be installed behind elecbiml or I 1 p} I I RI: SBC-2 2012 walls communicatianboxes orair sealed boxes shelf beinstalled. I 1 cam 1 1 SECTION 4011.6 w HVAC register boats HVAC register boots that penetrate building thermalemebpa rcy Per section 145.91(e)$2012 IRC R501.1 If other than j1FOUNDATION WALLS I shag besaaledmthe subn-r or drywall. I I<1 2x10 lumber, taor t Florequires min.1/2'gypsum, 5/8'1 It SUPPORT AT LOCATIONS AS REQUIRED BY I I C-coal.d.prinkhme yuhem mquimd to be sealed,concealed fire sprink]ers shag oNZ y I I O wood structural panel or equivalent material under floor III AND CAPACITY AS SHOWN LOCA.CODE be waled in,man,-In,,is re-,mended by the rmnufactursr. I I and HVAC enclosedH fire rated gypsum when: ON THE FOUNDATION PLAN Caulking or other adhesive sealants shall not be used to fill wide A. Over a a basement. 1 I I l between fire sprinkler cover plates and walsar migngs. I I B. Over a crawl space with a fuel fired appllanee. I11 I I I I z This shall be tippllad and installed on-site by others. I 'InI LI------------------------------------I facto N(where applicable)or Field-Installed(when necessary)N) ----------------- ------ -1 ------------------------------- II ------ L-L BUILDER: Testing:The building or dwelling unit shall be tested and verified as having an air leakage rote of not exceeding three air changes per hour. I I *Mndicatee typical spacing. Joists may be I I L 1 1 Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals). ----J spaced at larger Intervals(24'o.a. max)to L----J L , ALURE HOMES Testing shall be perforated at any time after creation of all penetrations of the building thermal envelope. accommodate plumbing. stairs,eholies,and other framing requirements as allowed by CUSTOMER: code. i4'-11y2" 14'-11y2 DIMEGLIO 29'-11" MATTITUCK,NY RC ACT.MGR: JUDD LONG MODEL: 4 BOX CAPE TITLE: SECTION SCALE: 3/16"=V-0" SHEET: X1 COM 2437018 SN: RITZ-CRAFT TRUSS CALLOUT CCC94604 CORPORATION LOCATION: MAIN HOUSE -� TRUSS-SPECIFIC INFORMATION: —AITZ.Cn-COM DESIGN WIND SPEED (FROM TRUSS PRINT):130 mph*** RIDGE TO RIDGE CONNECTION Verified b DESIGN EXPOSURE CATEGORY (FROM TRUSS PRINT): C j r-RAFTER TO RAFTER: `�7 d V OF NE DESIGN MEAN ROOF HEIGHT (FROM TRUSS PRINT):30 ft I / (1) 20 GA. STRAP I �� OMAS 4 SITE-SPECIFIC INFORMATION: I RIDGE BOARD j w/ (7 )0.131x2.5' NAILS �P �N A T I TO RAFTER: I EA. END. I Z COLLAR TIE TO RAFTER CONNECTION: / V 18 CO/SNS 2437018 ----- STATE NY I (5) 0.131x3' NAILS, EVERY OTHER TRUSS I * c NAND SPEED: 110 mph*** EXPOSURE CATEGORY: C j ` I EA RAANT) \\�// (ON-BILE) r q COLLAR 11E WEB TO RAFTER� I I (IN PLANT) � I I,! L SNOW LOAD: 20 MEAN ROOF HT:30 ft** I I -RIDGE BOARD I n b' (IF APPLICABLE): ACTUAL TRUSS SPACING: 16 ' O.C. I (6) 0.131x3' NAILS �� I TO RIDGE BOARD: 1n EA. WEB (ON-SITE) I FORCES(Ib): (4) 0.131x3' NAILS I Derived from NYDO *UPLIFT ADJUSTMENT FACTOR 8521 I 1 I TENSION 277 PER BAY(ON-SITE) (PER UFPI ENGINEERING BULETIN 10-06): 0. I I �\SHEAR:283 approved building g Syst m A 08051 v FOR CALCULATIONS ONLY. SEE SHEET N1 FOR ACTUAL I COLLAR TIE TO RAFTER: � , T ** RAF �0 MEAN ROOF HEIGHT. I (15) 0.131x3 NAILS ESS. ***NOTE: NAND SPEED EXPRESSED AS Vasd. I EA. END (ON-SITE) I DATE DESCRIPTION BY FASTENING SHOWN IS HOUSE SPECIFIC TO THE MODEL I I 1 I CONTAINED WITHIN THIS PERMIT SET. ALTERNATE I �'� ----------J 06/07/18 PRELIM JAL FASTENERS OF EQUAL OR GREATER VALUE MAY BE 1 MF MOMENT>0, 1 SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY RESIST �� SEE UFP BULETIN 5-02 j 1 07/03/18 CONFIRM RRM ---------------------------- THE LOADS/FORCES IMPOSED PER CONNECTION. FORCES(Ib): COMPRESSION:1020,TENSION:1381, SHEAR:241,MOMENT:O (WEB): COMPRESSION:512,TENSION:382, SHEAR:37-,MOMENT:O �J 07/30/18 REV01 RICKY FLIP TO TOP CHORD CONNECTION 08/09/18 REV02 JAL _ _ � ._. ,.. ..,. -- _ ,.. .. _ _ . . .. . . -08131%18' 'REV03` . . •RRM'. . /� I 09/19/18 SUBSET AKW 1 FLIP RAIL TO�� * .�� TOP CHORD:AFFER TO I------___ ------------------------------------ TOP CHORD RAIL * �� (1)TBD GA STRAP w/ I / (3) 0.131x3' NAILS �v► ( ) 0.131x2.5' NAILS I I PER BAY (ON-SITE) I I UPU575 I EA. END. I lrQ 1 I *UPUFf ADJUSTm: 489.96 FUP RAIL TO (IN PLANT I I / * ) I f I �- TRUSS TO PLATE: I FLIP RAFTER AND / I � I _ TOP CHORD RAIL / * TO TOP CHORD:***--J / I / FORCES(Ib): I (4) 0.131x3 END-NAILS / TENSION:1042 I (ON-SITE) I EA. RAFTER (IN PLANT) SHEAR:171 / TRUSS TO PLATE:- 1-------------------- - I r"---- (3) 0.131x3' TOENAILS SHEATHING TO PLATE I j EA. TRUSS, (2) ROWS OF 0.131x2.5' NAILS ***NOTE IF END-NAIL QTY IS GREATER THAN I (ON-SITE) (IN6PLANT) I (4), ATTACH A 12' 2x4 SCAB TO EACH FLIP . RAFTER AND TOP CHORD HATH (3) 0.131x3' NAILS, THEN DISTRIBUTE END-NAILS EVENLY INTO / CHORDS AND SCABS. (IN PLANT) 1 SHEATHING TO BAND: (2) ROWS OF 0.13122 5' NAILS' ----------------------------------` 1 1 I O 6' O.C. I (ON-BILE) I I r-RAIL TO TRUSS: I / - � i I / TBD I I TRUSS TO SIDEWALL CONNECTION(SHED DORMER) 1 i ---------------- EACH TRUSS I / ---------------- ` I / (IN PLANT) I % I / BOTTOM CHORD TO BOTTOM CHORD: I % I'----J ------------1-------------- (1) RS20 STRAP A(CH TRUSS NAILS EA. END / r SHEATHING TO RAIL I / CEILING BEAM TO _ MODULE TO MODULE �� I I �i I BOTTOM CHORD: CONNECTION: I (ON-SITE) AND TOP PLATE I I 3 0.131x3 NAILS �� 3/8' x 6' LAGS I I I (2) ROWS OF 16ga I I O EA. TRUSS A ./WASHER O 24' O.C. I I / I BUILDER: STAPLES O TT30 D.C.I TRUSS TO PLATE_� I I (IN PLANT) or I I I (IN PLANT) I I 1 1/2' BOLTS I I I ALURE HOMES (3) 0.131x3'�TOASS I I w/WASHERS O 48' O.0 I I I CUSTOMER: (IN-PLAN FORCES(Ib): I i ,, (ON-��) DIMEGLIO I 17 I SHIM ANY GAPS I I I MATTITUCK,NY *UP.0 T ADJUSTED: 627.15 % I IN MATE UNE AT I I I NOTE: IF CEILING BEAM I RC ACT.MGR I ALL LAG/BOLT I I PROTRUDES ABOVE I JUDD LONG -------------------------------- I FORCES(Ib): I I CHORDS. STRAP WILL BE I TRUSS TO SIDEWALL CONNECTION UPUFT: 293 LOCATIONS. I INSTALLED ACROSS I MODEL: 4 BOX CAPE *UPLIFT ADJUSTED:249.67 I FORCES(Ib): MATE LINE FROM BELOW. I i % TENSION: 1042 / TITLE: CEILING BEAM TO BOTTOM CHORD CONNECTION \� BOTTOM CHORD TO BOTTOM CHORD CONNECTION FASTENING SCALE: NTS SHEET: FAS 1 • - CO#: 2437018 Verified b SN: 9/25/2018 INC RITZ-CRAFT TRUSS CALLOUT. CCC94604 LOCATION: MAIN HOUSEDerived it3iTl N CORPSON TRUSS-SPECIFIC INFORMATION: approved building system www.Rm-ca".com DESIGN WIND SPEED (FROM TRUSS PRINT): 130 mph*** SEE SHEET QF NE(� DESIGN EXPOSURE CATEGORY (FROM TRUSS INT): C FAS1 �, �,—_______—,\ .�� DNAs r0 FOR TRUSS FASTENING �N DESIGN MEAN ROOF HEIGHT (FROM TRUSS T):30 ft �_ 7I — I O SITE-SPECIFIC INFORMATION- TV I J� CO/SNS 2437018 ----- STATE: NY (ROOF/CEILING) WIND SPEED: 110 mph*** EXPOSURE CATEGORY: C m , LLI SNOW LOAD: 20 If MEAN ROOF HT: 30 ft** \\ �� ____T___ ACTUAL TRUSS SPACING: 16 " O.C. (SIDEWALL) (MATE WALL) *UPLIFT ADJUSTMENT FACTFORCES(Ib): OR I UPLIFT: 293 0.8521 (PER UFPI ENGINEERING BULETIN 10-06): CEILING BEAM TO I *UPUFT ADJUSTED: 249.67 FES$`ON WALL STUDS & **FOR CALCULATIONS ONLY. SEE SHEET N1 FOR ACTUAL WALL STUDS TO I MEAN ROOF HEIGHT. FLOOR BAND: I DATE DESCRIPTION BY MODULE TO MODULE CONNECTION: 1.25"x2O GA STRAPS ***NOTE: NAND SPEED EXPRESSED AS Vasd. 3/8" x 6" LAGS w/WASHER ® 24" O.C. w/(7) 0.131x2.5" NAILS j 06/07/18 PRELIM JAL FASTENING SHOWN IS HOUSE SPECIFIC TO THE MODEL or 1/2" BOLTS w/WASHERS ® 48" O.0 EA. END ® 48" O.C. 07/03/18 CONFIRM RRM CONTAINED WITHIN THIS PERMIT SET. ALTERNATE (ON—SITE) *ALL LEVELS* FASTENERS OF EQUAL OR GREATER VALUE MAY BE ** SHIM ANY GAPS IN MATE LINE I 07/30/18 REVo1 RICKY (IN PLANT) SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY RESIST SHEATHING TO FLOOR BAND —1 I AT ALL LAG/BOLT LOCATIONS. THE LOADS/FORCES IMPOSED PER CONNECTION. (2) ROWS OF 16 GA STAPLES ® 2" O.C. \\ 08/09/18 REV02 JAL (IN PLANT) y------------�� ,�------ ------�� 08/31/18 REV03 RRM 09/19/18 SUBSET AKw FLOOR BAND TO SPACER OR CEILING BANDI \ I I = 0.131x3" TOE-NAILS ® 5" O.C. (ON-SITE) I y= II SHEATHING TO TO CEILING & FLOOR BAND -< I �---------a (STORY TO STORY)I (2) ROWS OF 0.131x2.5" NAILS ® 4" O.C. I L 1 1 I I (ON-SITE) SHEATHING TO CEILING BAND (2) ROWS OF 16 GA STAPLES ® 2. O.C. (IN PLANT) ` (SIDEWALL) (MATE WALL) \ ; FORCES(Ib): ------T------' I UPLIFT. 736 1 *UPLIFT ADJUSTED: 627.15 I - I I I I I I 1 1 SHEATHING TO FLOOR BAND--\ I (2) ROWS OF 16 GA STAPLES ® 2" O.C. k,----1----,� ----1--- (IN PLANT) FLOOR BAND TO SILL-\I I 0.131x3" TOE-NAILS ® 5" O.C. j \\\ j (SIDEWALL) (MATE WALL) .I (ON-SITE) — I SHEATHING TO FLOOR BANDS & SILL(1) ROW ROW EACH OF 0.131x2.5" NAILS FORCES(Ib): \\�� , 1' ' BUILDER: UPLIFT 736 I MODULE TO MODULE CONNECTION: ® O.C. *UPUFT ADJUSTED: 627.15 / (1st FLOOR/FOUNDATION) (ON--SITE) 3/8" x 6" LAGS w/WASHER ® 24" O.C. ALURE HOMES or 1/2" BOLTS w/WASHERS ® 48" O.0 CUSTOMER: (ON-SITE) D I M E.G LI O ** SHIM ANY GAPS IN MATE UNE MATTITUCK,NY REFER TO BRACED WALL/SHEAR WALL AT ALL LAG/BOLT LOCATIONS. RC ACT.MGR: JUDD LONG PAGES FOR ADDITIONAL FASTENING MODEL: 4BOX CAPE TITLE: FASTENING SCALE: NTS SHEET: FAS 2 FINISHED FLOOR NOTES: ELEV.(SEE ARCH PLANS) Y 1. ALL FLOOR BEAMS SHOWN SHALL BE SECURED WITH STAINLESS STEEL OR GALVANIZED METAL CONNECTOR BEAM SEATS APPROVED FOR MARINE USE EMBEDDED IN POURED CONCRETE PIPES. FLOOR FRAMING.SEE ARCH PLANS 2. ALL FRAMING MEMBERS SHOWN ON THIS PLAN SHALL BE PRESSURE TREATED LUMBER RATED FOR EXTERIOR UNLESS 4X4 POST WITH POST CAP INTO 1.-Go CORNER REINFORCEMENT 12"O.C. OTHERWISE NOTED. CONCRETE SONOTUBE i,-o, SAME SIZE AS OTHER REINFORCEMENT w _j GIRDERS.SEE PLAN FOR SIZE 3. THIS PROJECT IS FOR CONSTRUCTING A NEW SUPPORT SYSTEM UNDER A PRE-MANUFACTURED HOUSE.ALL DIMENSIONS SHOWN ON THE PLAN ARE BASED ON MEASUREMENTS MANUFACTURER'S PLAN.ALL STRUCTURAL COMPONENT LOCATIONS AND SIZES —III=III III=III=III I , MUST BE VERIFIED BY THE CONTRACTOR.THE NEW STRUCTURAL COMPONENTS SPECIFIED MUST ALIGN PROPERLY WITH THE (2)#5 DOWELS INTO FOOTING _ —_ — I=III=III— I I� • EXISTING BUILDING FOR FOUNDATION WALLS,GIRDERS,COLUMNS,ETC.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES ��1 0 % IN THE FIELD CONDITIONS FROM THOSE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS TO THE ENGINEER/ARCHITECT 11=111—= I I=I I I I-I I=1 I I 2'-6"x2'-6"x1'-4"P.C.PILE CAP ' 8"DIA CONCRETE SONOTUBE_ — — , OF RECORD SO THAT CORRECTIVE STEPS CAN BETAKEN. I-III=III � .-� WITH(3)#5 BARS EACH WAY 4. HELICAL PILES TO BE INSTALLED BY PILE MANUFACTURER CERTIFIED INSTALLER. I I-III=III=III (�I-I 8"x 8"xYz"STEEL BEARING PLATE 5. MONITOR TORQUE DURING INSTALLATION AND KEEP LOGS AVAILABLE UPON REQUEST. 2'-0"x 2'-0"x 1'-0"P.C.FOOTING I :i— I=I I I— J r Z__ BOLTED TO FRAMING WITH(3)#5 BARS EACH WAY III III6. PILE SUBSTITUTIONS WILL REQUIRE APPROVAL OF THE ENGINEER OF RECORD. — __�______-_ _ __ (4)-1"DIA MIN.BOLTS TYP. 7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND DIRECTION OF FLOOR VENT. NEW 3.5"DIAM.GALVANIZED SCHEDULE 8. IF GARAGE DOORS ARE INSTALLED PROVIDE FOUNDATION FLOOD VENT-"SMARTVENT'GARAGE DOOR VENT MODEL 41540-510 OR 40 PIPE LALLY COLUMN WITH TOP AND SIMILAR IN EACH DOOR 12"MAX FROM GRADE. CORNER REINFORCING BOTTOM PLATE 8"x 8"x%"STEEL BEARING PLATE SECTION AT FOOTING/SONOTUBE/POST BOLTED TO PILE CAP T LEGEND (TYP. FOR 2) (4)Y2"DIA EXPANSION ANCHORS TYP. r w TIE BEAM CONCRETE PIER TO BE CUT AS CLOSE TO i __ s PROPOSED PILE.SEE PLAN FOR o FOUNDATION FLOOD VENT-"SMARTVENT"DUAL FUNCTION MODEL ADDITIONAL INFORMATION z FLOOR AS POSSIBLE AND REMOVED #1540-510 OR SIMILAR INSTALLED 12"MAX.FROM FINISHED GRADE APPROVED GALVANIZED , iO __ --------r ________r __ ( METAL EMBED ANCHCR FLOOR FRAMING. `O T z —' r HELICAL PILE WITH REINFORCED CONCRETE BY SIMPSON OR SIMILAR SEE ARCH PLANS J PILE CAP-CAPACITY AS SHOWN ON PLAN e • a s a 11 SEE PILE SCHEDULE FOR ADDITIONAL INFO. Li L- — —-1 PROVIDE CONT.SILL SEALER � CORNER REINFORCEMENT 12"O.C. 21-6" � o • o ; XX a SAME SIZE AS OTHER REINFORCEMENT N N A Li_j &TERMITE SHIELD P.C.PILE CAP __ UNDER A.C.Q.SILL 3 0 I� o ra 1 ® I HELICAL PILE WITH 2'-6"X 2'-6"REINFORCED CONCRETE PILE CAP WITH a GIRDERS.SEE PILE CAP/PILE DETAIL < '� 1 18"X 18"RENFORCED CONCRETE MSAONRY PIER. PLAN FOR SIZE Q J W L_ —J CL 0 HELICAL PILE XX ALTERNATE CONNECTION DETAIL CORNER REINFORCING D = FLOOR FRAMING.SEE ARCH PLANS FOR SIZE AND DIRECTION Z r SECTION AT INTERIOR MASONRY PIER TO BE CUT AND �`' `' w ~' ,-, z " � w W r U W � REPLACED WITH STEEL COLUMN FLOOR FRAMING(SEE ARCH PLANS). PROVIDE CONT.SILL SEALER o U.N.O. = UNLESS NOTED OTHERWISE &TERMITE SHIELD U o � FINISHED FLOOR _ _ _ _ _ _ _ _ UNDER A.C.Q.SILL U W o w w ELEV.(SEE ARCH PLANS) FOUNDATION WALL(2)48 BARS w ¢ w o i N N CONTINUOUS @ TOP OF WALL o o 46'-0" to `�' 15'-8" SMART VENTS AS PER FLOOD 8"DIA.ANCHOR BOLTS @ 39"O.0 W W W W R. VENT NOTES AND FOUNDATION PLAN MAX.PROVIDE MIN TWO PER SILL. '-0" 12'-1" '-0" 20'-0" '- 13'-7" TO BE INSTALLED NO MORE THAN 12"MIN FROM EA CORNER 1'ABOVE HIGHER OF INTERIOR OR NEW (3) 2x12 (ACQ) WITH (2)-3/4" NEW (3) 2x12 (ACQ) WITH (2)-3/4` NEVA (3) 2x12 (ACQ) WITH (2)-3/4" 41'-o" EXTERIOR GRADE (1)#5 BAR @ 24"OC Ou N � r- --� r-- -, r- --I r- -� -4 05 ri I GALVANIZED STEEL FLUSH GIRDER I I GALVANIZED STEEL FLUSH_GIRDER _ I I _ _ _ GALVANIZED STEEL FLUSH GIRDER _ _ I _ _ 0i o w - - - - - - r � - ;^1 �b o cit 0 -I —h ---+- r I ' " Y2"EXPANSION JOINT MATERIAL --• o -� o 41'_0" I I NEW 3 1.75x7,25 L aL I I E 3 1,75x7 2. 5 LVL I I NEW (3)1,75x7,25 LVL /� I NEW 2x12 (ACQ) PROVIDE COMPACTED FILL AS A L _ _J I _ _J —�___ ' " / � _ I_J� STRINGERS (TYPICAL) 12K [6'7VWOOD 12K 41 -0 -12 41 -0 liK I 1 I I I I 1::.:1 4"3500 PSI POURED CONCRETE REQUIRED TO RAISE GRADEM No oNEW 6» COLUMN, (TO ISLAB WITH 6"#10 W.W.M OVER 6" 0 0 0 o zI •: NEW CONCRETE PAD o I BE SELECTED , INSTALLED AS PER / o I I I I I I I I I 1 � -� o FOR STEPS COMPACTED GRAVEL FILL ' —•' _ z Z MANUF TU ERS SPECIFICATIONS TO C / o_< M Cr BEAR N HELICAL PILE WITH � v Co o m 1 1 I 1 1 1 I 1 1 j (2)#5 DOWELS @ oI Qx }—}— -I-1 -4--��- m / 2�2 — — FINISHED GRADE PILE C P B LOW (TYP FOR 5). Q a ¢ Q � EACH PILE CAPS Q I N o PROPOSED: o s I I I I I I I I I I �'t :� f — "' " in " DECK ABOVE " " - / I I I 1 1 I I I I' :1 TIE BEAM IF a — #4 BAR LOOP @ 12 O.C. N N N w w cv = _ r-- --a APPLICABLE - . I N W ® W ® ( T-0" CLG. HT.) ® ®4, I I _ _ T I I — I;�i A Z 0 ••t�`t •.S rr: s: I,':.'• I 33'-7" 10"WIDE x 24"MIN. _ — =1 D o o, �, o Q, I- I I- I w I I 33'-7" I ': I REINFORCED 3500 PSI �`� H z z w 0 o L_ _J L_ F• _J CONCRETE GRADE BEAM -1 I I I�j ° a 3 W W Q W v NEW 2 x 12 (ACQ) LEDGER BOLTED WITH ` 32K 32K o r� J J LAG BOLTS STAG RE EVERY 16" O.C. '•: 2'-6"x2'-6"x1-4' P.C.PILE CAP WITH W = n U = z Z I WITH JOIST HANGERS T LL CONNECTIONS - _ __� 29_1» __ m J N o Z F- LAG r _J W W Q _ __ _ (3)#5 BARS EACH WAY Y o W Y e GRADE BEAM(2)#6 BARS CONTINUOUS W U ,� w U F_ i _ NE CONTII�IOUS 2x12�(IACQ LEDGER - - i _ _ i i - o - _ I I AT TOP&BOTTOM W� z W 29'-1" I .� . 90 " Ln W. ::r �; :t,•- I NEW CONSTRUCTION BRACKET MINIMUM 6" - `�'" w o z Mi o C) I I I I I I I I I I IN CONCRETE CAP.SEE PLAN FOR - SECURE EXTENSION BAR TO HELICAL PILE ~ W ~ ,acv¢ o � NQ L_ ':; J L_FTJ J L_ J L_ _J " ADDITIONAL INFORMATION q w w NIN 32K 32K 32K ` 32K 32K a "` o SHAFT WITH(2)/ DIA GRADE 8 BOLT CONCRETE PIER TO BE 12"x12"TIE BEAM U F - -� • - HELICAL PILE.SEE PILE SCHEDULE r---� REMOVED AND NEW o (4)#4 BAR CONTINUOUS FOR ADDITIONAL INFORMATION. Z C) " I I N 3-112"DIA SCHEDULE 40 ' `D AND#3 LOOP AT 12'O.C. EXTENSION BAR AS REQUIRED.SEE PLAN 25'-2* I I STEEL COLUMN TO BE FOR ADDITIONAL INFORMATION 3 INSTALLED,BOLTED TOP SECTION AT NEW FOUNDATION WALL GRADE AND BOTTOM TOP OF PILE CAP I BOT 32K OF GRADE BEAM MIN. BEAM/PILE CAP AT FULL HEIGHT WALL �• r- •;•.-, ELEV.-2'-0"BELOW GRADE TYPICAL U.N.O. ' it 21'-10" I L_ —i I 21'-10" FINISHED FLOOR PQ _J ELEV.{SEE ARCH PLANS) iL A z 32'K 32K Q FLOOR FRAMING.SEE ARCH PLANS '• 4 F' N"D o z LO i I i' LO W _j GIRDERS.SEE PLAN FOR SIZE f` I o w w °-° N "' ;' #4 BAR CONTINUOUS,4pl --0 :•I .l 1 w >- I Z 14'-7" " PROPOSED: : ^ PROVIDE CONT.SILL SEALER �f � >z�z 14'-7" 14-7 3' 0» " '•• UNEXCAVATED &TERMITE SHIELD LU ¢ mw" 14-7 14'_7» " - (GARAGE CONCRETE SLAB ABOVE) ;n o #3 BAR LOOP, 12"O.0 UNDER A.C.Q.SILL ""� NMI q .. o U I II I I I I I I I I - -- I 14-7 I --- - I I - I I I I a •° a_ X 6"X%"GA NIZED STEEL LE z •-' V)a r- -- - r-- --� r - r-- --a r r -I r- -I r- -I a I f ,{~ , Q w M U a 10" $ LVA ANG �., I J 2 � w n I I I I ► I I , " a a SECURED TO PIER WITH 8"LONG X%" 1 .j""� Y PIP 3z I U I L— —J ► I I _J L I I 14'-7" �,} I --• II I I I I I I I I I I I I -:•. I I • DIAM ANC ., ° HOR BOLT&NUT.EMBED BOLT '� � 3z L_ JL-----J L-----J L - -J L---- J , » L -- -J L-- -- -- J , " L_ _ •a w _ �, J L_ � � _J 1�_0• ° 7"MINIMUM INTO CONCRETE 32K 32K 32K 14,_ 32K 32K 14-7 I 32K2K �32K 14-7 32K 32K T' � r o I 1'-6"SQUARE OR ROUND COLUMN n .! :`. C=) _ - PERMISSIBLE.3500 PSI REINFORCED F '' 44'-8" 33'-6" _ • POURED CONCRETE PIER WITH(4)#5 TIE BEAM a BAR CONT.INTO GRADE BEAM :..t :•tet TIE BEAM IF BAR LOOP @ 12"O.C. F •? V. _ APPLICABLE I •'` C.0' O 0 in Z IT PROVIDE 12"EXPANSION JOINT — • -� = :=° = LL a cc, c = MATERIAL BETWEEN GRADE BEAMS AND d ©�O 4w C14 " FLOOR SLAB AT ENTIRE PERIMETER ° a ° • $ a Lr) 1400, NEW 2 x 8 (ACQ) LEDGER BOLTED WITH 71 • " * �� w " LAG BOLTS STAGGERED VERY 16" O.C. REFER TO OVERHEAD DOOR 2-6 x2-6"x1-4"P.C.PILE CAP WITH~�:. 0„ MANUFACTURERS SPECIFICATIONS FOR NEW CONSTRUCTION BRACKET MINIMUM 6" (3)#5 BARS EACH WAY WITH JOIST HANGERS AT ALLLCO�IECTIONS _L_J_ �_�_ - - ADEQUATE CLEARANCE FOR MASONRY 0 r- .:" -� r -� r r r IN CONCRETE CAP,SEE PLAN FOR I I I I CO TI UOUS 2x8 AC LEDGER! I I I I I ADDITIONAL INFORMATION :.- . I I I OF NEW F UNDA11ON WALL AS REQUIRED OR E OVER HEAD OOR `� ICU F NEW VE D .-' I I " I I I •:1;'i'' : '' '' ' ' ✓:I= I "µ +, r_ _ _ ,_ " HELICAL PILE.SEE PILE SCHEDULE o L _ J o L__ __J L_. __ __J 0 L�_ J I I 2 0 FOR ADDITIONAL INFORMATION. 0 0 0 32K 32K Q 32K 0" 32K " I I 10"WIDE 3,500 PSI REINFORCED z � O ORIGIN PILE Q NEW 6" X 6" (ACQ) WOOD COLUMN, � �? 0 2P-O' I I I I CONCRETE FOUNDATION WALL TO Q U L (TO E SELECTED), INSTALLED AS x a PROVIDE NEW 4"(MAX.)3,500 L_ _J L_ _J UNDERSIDE OF SILL PLATE FRAMING SECTION AT INTERIOR MASONRY PIER COLUMN /PILE CAP 3 LOCATION 0,0 o a PER MANUFACTURERS SPECIFICATIONS N � N PSI CONC.SLAB WITH 6X6 WWM, _ 32K 32K J q v x I N OR GIRDERS AS REQUIRED,WITH s " Q TO BEAR ON NEW HELICAL PILE WITH ® N b CONTROL JOINTS,AND 1/2" I ( MASONRY OPENING ) TYPICAL 10"WIDE x 24"DEEP GRADE DIA.ANCHOR BOLTS in w TO BE 39"O.C.WITHIN co PILE CAP BELOW (TYP FOR 3). Z o N EXPANSION JOINT MATERIAL , " 11" 14'-3" 11" BEAM WITH(2)#6 BAR CONTINUOUS z 12"OF CORNERS r -----a r ---� r---- -a ISOLATION JOINTS AT PILE � w TYPICAL FOR(6) I I I I I I LOCATIONS OVER 6 MIL VAPOR I o TOP AND BOTTOM.COORDINATE TOP �- NEW 3 2'x10` ACQ HDR. I I - NEW (3) 2"x10" (ACQ) HDR.- I I � 1 OF GRADE BEAMS WITH ~ r _ BARRIER AND 6 GRAVEL FILL IN N " I I I I I I b ARCHITECTURAL DRAWINGS.TYPICAL q z N 6-9 I , CRAWLSPACE TYP. `� N Flood Vent Chart Location Area, SF Vent qty z �, N Q ,� L - -- L-- --J L- - --J 12K 12K 12K Q o U � SmartVent model 1540-510, utilized Crawl o� 26'-2" K, 11'-10" 7'-8" 16'-0" O U N D A TI O N PLAN at 1 per 200 SF for flood venting and Space 1260 sq. ft. 8 � L` 61 -8 SCALE: 1/4" = 1'-0" 1 per 177 SF for ventilation Garage 513 sq. ft. 3 N w _j W 3 w < PIP < = Uao10� z V) cn M _-) q w e` ,� Client: Sam DiMeglio BORING LOG Project: E18-146 Boring No. SB-1 8 7 6 5 4 3 2 1 Address: 2280 Deep Hole Drive,Mattituck,NY Page: 1 of 1 Preliminary Helical Pile Capacity Calculations PAPER SIZE CATALOG NUMBER Project Name: DiMeglio B NCB060604P28 Drilling Start Date: 07/0212018 8:30 Boring Depth(ft). 27.0 Project Number. I ITEM DESCRIPTION QTY. Drilling End Date: 07/0212018 1:45 Boring Diameter(in): 3.25 project Address: 2280 Deep Hole Drive I - , �"- °� � 1 BRACKET 1 Drilling Company: EPhase2 Sampling Methods: Split Spoon l { � �° } Drilling Method: Direct Push DTW During Drilling(ft): 4.0 Mattitudc,NY 11952 - - - - -- - - - -- - �---- Drilling Equipment: Geoprobe DTW After Drilling(ft): Date: Tue Dec 11201813:13:58 GMT-0600(CST) D D SOIL BORING DATA Water Level at 4 Feet REQUIRED LOADS Allowable 50in[1 cm] Driller: Carlos Hernandez Ground Surface Elev.(ft): Approximately 5-6 ft BQrin ID: 1 Logged By: Albert Kim Location(X,Y): -72.509444,40.987222 Unitheslon Friction Required Compression Load: 32 Idps CO Depth Soil Type Helical Pile Diagram Weight (per d 9gles Required Tension Load: 0 Idps ( ) (per ( @g ) Required Lateral Load: 0 Idps,0 ft eccentric COLLECT I t 2.47in[6cm) w o W 0° T c 19 SAND 102.8 0 31.96 a O W rr a I- m o z o SOIUROCK VISUAL DESCRIPTION REMARKS a HELICAL PILE CONFIGURATION 20 SAND 102.8 0 31.96 W m .a E >�, 0 2.875"O.D.Pipe(0.276"wall) ED 0 3 0 C 1= o m z 21 SAND 102.8 0 31.96 , m 22 SAND 93.2 0 28.24 extension shaft to a depth of 44.5 feet,followed 23 SAND 932 0 2824 by a 2.875"O.D.Pipe(0.276"wall) . . 0 0 lead shaft to a depth of 50 feet with a batter 09.00 1 1.20 5 24 SAND 93.2 0 28.24 (0')SILT(ML);soft,moist,dark brown angle of 0 degrees. The pile is affixed to the _ _ � I J 0 2 25 SAND 93.2 0 28.24 structure using a NCB060604P28 bracket. I I w W 326 SAND 93.2 0 28.24 J z N � 5 Helb(6: None c c 4 E Groundwater elevation encountered 27 SAND 93.2 0 28.24 Hei'D(5• None approximately 4-5 ft below grade A 5 around 10 am(low tide-9:30 am) 5 28 SAND 93.2 0 28.24 Helb(4: 14 Inches located at 41 fee _fe3 0 ,Is 10:10 5 1.00 10 (5')Well-graded SAND(SW);saturated,tan-brown 29 SAND 93.2 0 28.24 Helix 3: 14 Inches located at 44.5 feet 0 5 30 SAND 93.2 0 28.24 Helix 2: 12 Inches located at 47.5 feet Q J w 4 31 SAND 93.2 0 28.24 Helix 1: 10 inches located at 50 fee_ t J w 0 32 SAND 93.2 0 2824 LLJ 10 10 33 SAND 93.2 0 2824 SAFETY FACTORS APPLIED 11:33 1 0.80 2 (10')Poorly graded SAND(SP);very loose,saturated, Compression: 2 Tension: 2 ' -_- _ ` 6 1 Tan 34 SAND 93.2 0 28.24 '? ` z 1 35 SAND 93.2 0 28.24 Lateral: 2 Budding: 2 1 INSTALLATION CONCEPT OF PIPE CAP DETAIL ;;,� 36 SAND 93.2 0 28.24 I I I II p I N II; ; U ,5 15 37 SAND 93.2 0 28.24 CALCULATION RESULTSUltimate Bearing Capacity: \,jv' ; ., 11(�/;, 6.00in[15cm] z o �' CL W w ,>S 12:35 4 1.60 15 (15')Poorly graded SAND(SP);very loose,saturated, 38 SAND 93.2 0 28.24 t "�'��" o 1\ H 7 Tan 39 SAND 93.2 0 28.24 64.1 Idps > 64 Idps PASS B ` .' o W o ,2 � B IW- A L` Z a 16.5')Lean CLAY(CL);medium lasticit medium Ultimate Tension Capacity: W 7 ( P Y 60.7 Idps > 0ldps PASS NOTES: > U (4 W 40 SAND 93.2 0 28.24 la stiff,moist,orange 41 SAND 93.2 0 28.24 (17')Poorly graded SAND(SP);loose,wet, Mechanical Compression Capacity of Shaft: 1. GALVANIZED MATERIAL PER ASTM A123. FOR BLACK ADD SUFFIX "U"AFTER THE CAT. NO. � -1 > 0 > PO Tan-Orange 20 42 SAND 93.2 0 28.2490 s > 64 Id PASS W W � (4 W ,lS 01:14 2 0.90 16 p I� (20')Silty SAND(SM);some silt,loose,wet,Tan 43 SAND 93.2 0 28.24 2. MATERIAL SPECIFICATION: (20.5')Well-graded SAND(SW);loose,saturated, Mechanical Tension Capacity of Shaft- - :: s 8 44 SAND 93.2 0 28.24 90 ldps > 0 Idps PASS TOP PLATE - PER ASTM A-36 :.._p a Tan 45 SAND 93.2 0 28.24 CASTING -STEEL, PER ASTM A958, SC 1045 GRADE 40/80. o m m 0 (21.5')Well-graded GRAVEL with sand(GW);some Required Depth for Lateral Capacity: 6.00in[1 Scm] Cu W .-. fine-coarse rained ravel,some medium-coarse 46 SAND 93.2 0 28.24 50 feet > 0 feet PASS c0i o g g 3. RATING: 25 01:45 2 0.90 4 sand,loose,saturated,Tan 25 47 SAND 93.2 0 2824 Bending Strength for Lateral Capacity: FOR P28 PIPE PILES, 2.875" O.D. SCH.40 IS RATED AT A MAXIMUM COMPRESSION o 0 o A 2 (25)Silty SAND(SM);mostly fine-medium grained 48 SAND 93.2 0 28.24 4.8 ft4dps > 0 ft4dps PASS LOAD OF 60 KIPS [266 kN] (30 KIPS [133 kN] ALLOWABLE) DRAWING NUMBER: 2 sand,little silt,loose,saturated,Tan-brown 49 SAND 93.2 0 28.24 FOR P28H PIPE PILES, 2.875" O.D. SCH 80 IS RATED AT A MAXIMUM COMPRESSION ---. NCB060604P28 Budding Strength: �" �' P M a w o 0 1 (25.5')Well-graded GRAVEL with sand(GW);some LOAD OF 72 KIPS [320 kN] (36 KIPS [160 kN] ALLOWABLE). - i o 0 0 C:) z fine-coarse grained gravel,some coarse sand,loose, 50 SAND 93.2 0 28.24 (_ , 901dp3 > 64 IdpS PASS THIS RATING IS VALID ONLY IF THE PIER CAP DETAIL HAS BEEN DESIGNED - ^- SHEET NAME: 30 saturated,Tan s0 51 SAND 93.2 0 2824 TorgueCapacity(based on Kt=9): TO ENSURE ADEQUATE LOAD TRANSFER FROM REINFORCED CONCRETE ° "�: =_ __:a, SHEET 1 1 OF 1 (26.5')WellyradedGRAVEL with sand(GW);some NOTES 8000ft4bs > 7100ft4bs PASS A FOUNDATION TO SCREW PIER, AND IN ACCORDANCE WITH EXISTING"` [' �'- - PRODUCT DESCRIPTION: A fine-coarse grained gravel,some medium-coarse This helical pile configuration Is based on industry standard LOCAL CODE REQUIREMENTS AND/OR ESTABLISHED LOCAL PRACTICES. sand,loose,saturated,Tan design methodologies. If your project requires ICC-ES AC 358 CATALOG NUMBERS Building S o i i d Foundations NEW CONSTRUCTION BRACKET (27')Boring terminated Item Description ID# 4. HARDWARE: HEX HEAD BOLT WITH JAM NUT. evaluated product;pisses contact Madan Dixie at FOR P28 & P28H PIPE PILES W www.madeandbd@.Dorn. Prior to fins!pile design,preliminary Bracket NCB060W4P28 27 All information contained in this disclosure whether patentable or 35 35 tests,conduced with theproposed ile confi configuration,are Extension Shaft P28HE64 216 otherwise comprises proprietary information of MacLean Dixie, LLC. A(u �o A (U p g Extension Shaft w/h@IbC P28HE84S14S29 27 and its unauthorized use or publication without the express written DATE: W p In o m Q tn NOTES: Lead_ Shaft P28HM101214 27 consent of MacLean Dixie, LLC. is strictly prohibited DRAWN BY: CRL 1/6i/12 z�, w w z Prepared By: MF 8 7 6 5 4 3 2 w w J e w generated using LogitEasy.com p} w=z Q=z � zW 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 � Y o �Y PAPER SIZE CATALOG NUMBER _ - - - - - 1:3 Wi-Z W B P28HE64 PAPER SIZE CATALOG NUMBER B P28H84S101214 w o z�io('-'- NOTES: TORQUE STRENGTH RATING OF 9,000 FT-LB [12,200 Nm] NOTES: ao F-- Z)W 00 I-- TORQUE STRENGTH RATING OF 9,000 FT-LB [12,200 Nm] ULTIMATE COMPRESSION CAPACITY - 72 KIPS [320,000 N] WITH A M(Nil� o a-N� 1. FINISH - HOT DIP GALV. PER ASTM Al 23 OR BLACK BY TORQUE FACTOR ULTIMATE COMPRESSION CAPACITY- 72 KIPS [320,000 N] WITH A (Kt)=8 1. FINISH - HOT DIP GALV. PER ASTM A123 OR BLACK BY U ADDING SUFFIX U AFTER CAT. NO. SINGLE 12" HELIX ULTIMATE STRENGTH -40 KIPS [178,000 N1, 3/8"THICK ADDING SUFFIX"U"AFTER CAT. NO. W TORQUE FACTOR (Kt)=8 ULTIMATE TENSION STRENGTH - 100 KIPS 445,000 N] ] z ULTIMATE TENSION STRENGTH - 100 KIPS [445,000 N] D [ o D 2. PIPE MATERIAL-2.875" O.D. X 0.276" WALL, SCHEDULE 80 PER D2. PIPE MATERIAL-2.875" O.D. X 0.276"WALL, SCHEDULE 80 PER D o ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [345,000 kN/sq.m] YIELD STRENGTH. ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [345,000 kN/sq.m] YEILD STRENGTH. 3. "STRENGTH SQUARE"COUPLING - CAST STEEL PER ASTM A958. SC1045 3. "STRENGTH SQUARE"COUPLING- CAST STEEL PER ASTM A958. SC1045 OR EQUAL WITH 40 KSI [276,000 kN/sq.m] YIELD o OR EQUAL WITH 40 KSI [276,000 kN/sq.m] YEILD g-0 AND 80 KSI [552,000 kN/sq.m] ULTIMATE STRENGTH MINIMUM. AND 80 KSI [552,000 kN/sq.m] ULTIMATE STRENGTH MINIMUM. � f� N a 4. COUPLING BOLTS: 3/4" DIAMETER X 3" LONG HEX HEAD PER 14in[36cm] °i o 4. HELIX MATERIAL-HOT ROLLED CARBON STEEL PER ASTM A1018 "-+ - W o ASTM A325 AND 3/4" HEX JAM NUTS PER ASTM A563. OR EQUAL WITH 55 KSI [379,000 kN/sq.m] MINIMUM YIELD STRENGTH. W.W ��D U lui Z 5. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE D1.1 ., ;' r o-W 5. COUPLING BOLTS: 3/4 DIAMETER X 3 LONG HEX HEAD PER 6. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC 10 ASTM A325 AND 3/4" HEX JAM NUTS PER ASTM A563. - C ,� W >-o Z ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS. 85in 216cm7ef:;��\_14in [36cm] HELIX >zo000ZW[ ] 6. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X THE LOWER DIA. Q Q m 6 sanw A -i L)c� c c c 7. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE D1.1 c �`"[" �: , Q w c0 a 36in[91 cm) V " raw J 2� I D o-W _ 8. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC 10 (�]` �1 Y 3� ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS. - Q 3 W A A -- o 62.00in[157cm] 58.84in[149cm] A 84in[213cm] 7i;�A_12in [30cm] HELIX B W Q Co x r N!.,' d tp xn a 11- O W Qt .375in[1 cm] tea, ap b p Li loin [25cm] HELIX c� DRAWING NUMBER: DRAWING NUMBER: O (U 02.875in[7cm] .276in[1 cm] `� ....._. _ P28H84S101214 - P28HE64 A 0i SHEET NAME: - - 02.88in[7cm) .28in[1 cm) -,_ ' Y.. 'r^�¢�,.r t ' Q O SHEET 1 1 OF 1 ""F ^' „ t +m 48hY SHEET NAME; # I N \ :a rlf['� _ SHEET 1 1 OF 1 �$ PRODUCT DESCRIPTION: ., } -J +.. ,,,:,1 - - - -- - - - t, � x CD A A A PRODUCT DESCRIPTION: A V J S ®uildi}�g Safi.; Foundations P28H 2.875" O.D. Building Solid Fou:�dr iio l� P28H 2.875" O.D. Q A SECTION A-A sch80 EXTENSION ~ SCALE 1 : 4 All information contained in this disclosure whether patentable or SECTION A-A All information contained in this disclosure whether patentable or sch80 LEAD wL A otherwise comprises proprietary information of MacLean Dixie, LLC. SCALE 1 : 4 otherwise comprises proprietary information of MacLean Dixie, LLC. o and its unauthorized use or publication without the express written DATE: and its unauthorized use or publication without the express written DATE: w consent of MacLean Dixie, LLC. is strict/ prohibited DRAWN BY: CRL 8/9/11 z Y p consent of MacLean Dixie, LLC. is strictly prohibited .D�� BY: CRL 8/12/11 � cu 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 OL Q o U 1 W J � A � W Z W W � W 3 � W al- rgQtD _ 000Wz A W 4X4 POST WITH POST CAP INTO 11-6' CORNER REINFORCEMENT 12"O.C. NOTES: LEGEND CONCRETE SCNOTUBE 1,-0' SAME SIZE AS OTHER REINFORCEMENT X ,� ,— ,T I — I I. w 1. ALL FLOOR EIEAMS SHOWN SHALL BE SECURED WITH STAINLESS STEEL OR GALVANIZED METAL CONNECTOR BEAM SEATS �— Z APPROVED F'OR MARINE USE EMBEDDED IN POURED CONCRETE PIPES. FOUNDATION FLOOD VENT-"SMARTVENT"DUAL FUNCTION MODEL -- -III-- III "III - I I I III- I o " (2)#5 DOWELS INTO FOOTING� �._.__— ..A. I=�=) I I I� ? 2. ALL FRAMING MEMBERS SHOWN ON THIS PLAN SHALL BE PRESSURE TREATED LUMBER RATED FOR EXTERIOR UNLESS 41540-510 OR SIMILAR INSTALLED 12 MAX.FROM FINISHED GRADE OTHERWISE NOTED. 8"DIA CONCRETE 50NOTUBE— I 2'-6"x2'-6"x1'•4"P.C.PILE CAP 3. THIS PROJECT IS FOR CONSTRUCTING A NEW SUPPORT SYSTEM UNDER A PRE-MANUFACTURED HOUSE-ALL DIMENSIONS SHOWN F_ — — _ I_1__ III`" I '-` WITH(3)#5 BARS EACH WAY Z HELICAL PILE WITH REINFORCED CONCRETE I 1= ON THE PLAN ARE BASED ON MEASUREMENTS MANUFACTURER'S PLAN.ALL STRUCTURAL COMPONENT LOCATIONS AND SIZES I I PILE CAP-CAPACITY AS SHOWN ON PLAN I-""I I!I I I=I ( =I I I I I (� p MUST BE VERIFIED BY THE CONTRACTOR.THE NEW STRUCTURAL COMPONENTS SPECIFIED MUST ALIGN PROPERLYWITH THE I e 2'-0"x 2'-0"x 1'-0"P.C.FOOTING _ I-- ) I-I LL SEE'PILE SCHEDULE FOR ADDITIONAL INFO. I4 i . _I Z EXISTING BUILDING FOR FOUNDATION WALLS,GIRDERS,COLUMNS,ETC.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES WITH(3)#5 BARS EACH WAY `-III- -11 1 W ^ 11-"---'^-"-��^-- --*°-��- O Z IN THE FIELD CONDITIONS FROM THOSE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS TO THE ENGINEER/ARCHITECT fn L_ XX I=I I= — W OF RECORD SO THAT CORRECTIVE STEPS CAN BETAKEN. i f .� W a 4, HELICAL PILES TO BE INSTALLED BY PILE MANUFACTURER CERTIFIED INSTALLER. (- — — -� �,-. CORNER REINFORCING � I � � � CL 5. MONITOR TORQUE DURING INSTALLATION AND KEEP LOGS AVAILABLE UPON REQUEST. , „ . j I U HELICAL PILE WITH 2'-6"'X 2'-6"REINFORCED CONCRETE PILE CAP WITH ,I � -1 w 6, PILE SUBSTITUTIONS WILL REQUIRE APPROVAL OF THE ENGINEER OF RECORD. ( 18"X 18"RENFORCED CONCRETE MSAONRY PIER. SECTION AT FOOTING/SONOTUBEIPOST ' "—`'"`—"'�'-- 7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND DIRECTION OF FLOOR VENT. e 1'-6' cu I `�' Z o 8. IF GARAGE DOORS ARE INSTALLED PROVIDE FOUNDATION FLOOD VENT-"SMARTVENT"GARAGE DOOR VENT MODEL#1540-510 OR I- — -- XX (TYP. FOR 2) i �, i U) g SIMILAR IN EACH DOOR 12"MAX FROM GRADE. t r r PROPOSED PILE.SEE PLAN FOR W FLOOR FRAMING.SEE ARCH PLANS FOR SIZE:AND DIRECTION ' y ADDITIONAL INFORMATION � APPROVED GALVANIZED � � METAL EMBED ANCHOR FLO F`lood Vent Chart Location Area, SF Vent nIY BY SIIMPSON OR SIMILAR SEE OARCH APLANS U.N.O. = UNLESS NOTED OTHERWISE o N W W SmartVelnt model 1540-510, Utilized Crawl 1 260 sq, ft, .� --CORNER REINFORCEMENT 12"O.C. 2'-'6" Q at 1 per:?00 SF for flood venting and Space PROVIDE CONT.SILL SEALER SAME 812E AS OTHER REINFORCEMENT �� 0 1 per 177 SF for ventilation Garage 513 sq. ft. 3 C CL UNDER A.0 Q SILL ZO 000e � ZONE AE6 ZONEAE6 � a GIRDERS.SEE PILE CAP/PILE DETAIL PLAN FOR SIZE ALTERNATE CONNECTION DETAIL CORNER REINFORCING 46'_Dn ZONE X ZONE X 12-1 20'-0"" » - " IS-74 -0FLOOR FRAMING(SEE ARCH PLANS). PROVIDE CONT,SILL SEALER -0 pie r- - NEW (3) 2x12 (ACQ) WITH (2)-3/4" r— _ NEW (3) 2x12 (ACO) WITH (2)-3/4"11 r- t1_1 NEW (3) 2x12 (ACC}) WITH (2)-3/4" r- ]-,1 41'-0" &TERMITE SHIELD > I I GALVANIZED STEEL FLUSH GIRDER I I GALVANIZED STEEL FLUSH GIRDER I I - .. %N—N GALVANIZED STEEL FLUSH GIRDER - __L»I- FINISHED FLOOR UNDER A.C.p.SILL _ _ _ _ _ _��_ -� ELE1/.(SEE ARCH PLANS) FOUNDATION WALL(2)#8 BARS NE 3 5x7,25 Lam_ -�- E 31,75x7 2_, 5 LVL -�— I - EW (3 1,75x7,25 LTL I it I NEW 2"x12" (ACQ) L ! ��_---- I _ -� " �--- _ " 100 L _ I_�i I e I I I I I I STRINGERS (TYPICAL) CONTINUOUS @ TOP OF WALL 12K _ " 12K 41 _0 12 41 -© 1 K I I I I I e I i' `'I. SMART VENTS AS PER FLOOD . " �,,s''f I" "`I / DIA.ANCHOR BOLTS uG 39 O.0 5 I NEW 6" 6 WOOD COLUMN, (TO '` --"•."...• r" "' — - ` VENT NOTES AND FOUNDATION PLAN ° " I.. NEW CONCRETE PAD MAX.PROVIDE MIN TWO PER SILL. Z E SELECTED INSTALLED AS PER .-. o I I I I I ( I I I I FOR STEPS TO BE INSTALLED NO MORE THAN 12 MIN FROM EA CORNER } THE DECK POSTS ( I �' Q MANUF TU ERS SPECIFICATIONS TO ¢ ( I I I I I ( I l oa o BEAR N HELICAL PILE WITH Q cr AND FOOTINGS m 1 ABOVE HIGHER OF INTERIOR OR v c� ca v ¢ °' o EXTERIOR GRADE (1)#5 BAR @ 24"OC W W PILE G P 8 LOW (TYP FOR 5). "� "� ARE SET IN ZONE X 'z `"'}""I""�" '—("'(•--I--�-i-�RI snCL r PROPOSED: I I I I I I I I I fir: f " fib' rIn Z Of R Yi EXPANSION JOINT MATERIAL V W Z NI " �, DECK ABOVE " ° Q N .- N .- N = PROVIDE COMPACTED FILL AS Z p W ( 7'-0" CLG. HL) w I I - 1 ,.�_ Y I 1 4"3500 PSI POURED CONCRETE REQUIRED TO RAISE GRACIE J V -j I .. ° N C) q0 I s' ( ;' 1 " SLAB WITH 6"#10 W.W.M OVER 6" L1— W O U Iof I I. " : I I COMPACTED GRAVEL FILL ' ' W _ o L_ ' _J 33T'-7 �_ ,.. _J W O W F~- NEW 2 x 12 (ACQ) LEDGER BOLTED WITH ,� v 32K 32K J I " 2 #5 DOWELS x, . ' Z LAG BOLTS STAG RE EVERY 16 O.C. ( ) G� , I ¢ _ C0 p Q WITH JOIST HANGERSATLL CONNECTIONS _____ _ �/ 29- 1 _ _ EACH PILE CAPS — i— ° FINISHED GRADE TYP. Ur , " n t �- - NEW CONTI OUS 2x12 CO LEDGER -_ r-- ocy — Y - -.1' - W00 I I -- --_ _ I I _t TIE BEAM IF • - I - #4 BAR LOOP @ 12"O.C. Z pLLJ N • - . APPLICABLE • _ .. ,. " _....- r I ,, 4 � I I I I I I I I °I ` I 1• M•• _ -- I I i 1 1 1 :�¢ L_ J L_ _ _� 10"WIDE x 24"MIN. _ c3_. tY 32K 32K �32K C 32K 32K o REINFORCED 3500 PSI _ — cV ` T 12"K12"TIE BEAM I I �!°1 _ CONCRETE GRADE BEAM I ; °" A "o (4)#4 BAR CONTINUOUS ° I �I AND#3 LOOP AT 12' O.C. - , "n � 2'-6"'x2'-6"xi'-4"R.C.PILE CAP WITH Wtra 25'-2" I I (3)#5 BARS EACH WAY U_j4° GRADE BEAM(2)#6 BARS CONTINUOUS TOP OF PILE CAP I BOT - i AT TOP&BOTTOM 32K �, OF GRADE BEAM MIN, NEW CONSTRUCTION BRACKET MINIMUM 6" �Z r- ELEV.-2'-0"BELOW IN CONCRETE CTAP.SEE PLAN FOR — SECURE EXTENSION BAR TO HELICAL PILE GRADE TYPICAL U.N.O. ADDITIONAL INFORMATION .I I �+ ' " SHAFT WITH(2)%"DIA GRADE 8 BOLT a• 21'-10" t I I 1 21 —1D HELICAL L I L J FOR ADDITILE.SEE PILE ONALINFORMATION.ULE •« = .: 32K 32K EXTENSION BAR AS REQUIRED.SEE PLAN FOR ADDITIONAL INFORMATION Li ` �, SECTION AT NEW FOUNDATION WALL GRADE APPLICANT I co BEAM iPILE CAP AT FULL HEIGHT WALL `i. N ►— � �' � � PROPOSED: •" ti 14'-7" 14'-7" 14"-7" 3' On 1 UNEXCAVATED , :c '"F (GARAGE CONCRETE SLAB ABOVE) 14'-7" `-; 14'-7" _- _ "' FINISHED FLOOR . : II I I I I I I I I I I I I I I I ELEV.(SEE ARCH PLANS) Y 14'-7p FLOOR FRAMING.SEE ARCH PLANS L----__J L _ _J L------1 1—T . n32K 32K 32K 32K 32K 14-7 32K2K 32K 14`732K 32KGlftUtKS.5tE=KLAN rues 51�t14'- #4 BAR CONTINUOUS,4pl DANIEL BURKO DESIGN LLC r PROVIDE CONT.SILL SEALER 138 SOUTH 1ST STREET,SUITE 103 O - LINDENHURST,NY 11757 44'-8" 33'-6" _ o #3 BAR LOOP, 12"O.0 &TERMITE SHIELD (631)482-7858 c� I °: UNDER A.C.Q.SILL DANIELBURKO@GMAIL.COM 101'x 6"X 3/"GALVANIZED STEEL ANGLE °- •} " O d • SECURED TO PIER WITH 8"LONG X STRUCTURAL ENGINEER R .a. DIAM ANCHOR BOLT 8.MUT,EMBED BOLT i' - 1'--0" 7'"MINIMUM INTO CONCRETE ti V-6"SQUARE OR ROUND COLUMN • PERMISSIBLE.3500 PSI REINFORCED T PROVIDE 112"EXPANSION JOINT • POURED CONCRETE PIER WITH(4)#5 MATERIAL BETWEEN GRADE BEAMS AND TIE BEAM BAR CONT.INTO GRADE BEAM `' FLOOR SLAB AT ENTIRE PERIMETER Ln r NEW 2 x 8 (ACQ) LEDGER BOLTED WITH `' REFER TO OVERHEAD DOOR TIE BEAM IF #4 BAR LOOP 12"D.C. PACIFICO ENGINEERING,PE LAG BOLTS STAGGERED EVERY 16" O.C. t ; "-" @ " .' WITH JOIST HANGERS AT ALLLGOI�IEGTiONS J_Ll _ _ MANUFACTURERS SPECIFICATaNS FOR APPLICABLE700 LAKELAND AVENUE,SUITE 2B 0 r- r_ -� 0" ADEQUATE CLEARANCE FOR �1ASONRY • " ' NE CONTtI•!UOUS 2x8 AC LEDGER I I I I I I DOOR OPENING AND FOR DRO' OF TDF' s�H9sa�o000 I OF NES! FOUNDATION WALL AS REQUIRED •{.I . .• t ;.. I.' t 7 ,1 I FOR NEN' OVER HEAD DOOR- OF OOR "_a" s. • " A f " •d L_j— J, L_ _ ° 32K 32K -32K 0" • 32K i- I I a' T NEIL NEW 6" X 6` ACQ' WOOD COLUMN, a 2`-0" " " ` ( ORIGIN PILE: m (ACQ) i I I 1 �`'� '� PAO (TO BE SELECTED INSTALLED AS `� u PROVIDE NEW 4"(MAX.)3,500 , f " » - tir1► LOCATION 0,0 P )� _ x " '4 L-. -J L__ _J q � 2-6 x2-6 x1-0 P.G.PILE CAP WITHf- '� ER MANUFACTURERS SPECIFICATIONS N o cll PSI CONC.SLAB WITH 6X6 WWM, a 32K 32K NEW CONSTRUCTION BRACKET MINIMUM 6" �'-' (3)#5 BARS EACH WAY _W s » TO BEAR ON NEW HELICAL PILE WITH I 3 N CONTROL JOINTS,AND 112" `I ( MASONRY OPENING 10"WIDE 3,500 PSI REINFORCED IN CONCRETE CAP.SEE PLAN FOR DIA.ANCHOR BOLTS i+� w �o ! ) TO BE 39"O.C.WITHIN ; FILE CAP BELOW (TYP FOR 3). c N EXPANSION JOINT MATERIAL r; " 11" 14'-3'" 11" CONCRETE FOUNDATION WALL TO ADDITIONAL INFORMATION r J`- w 12"OF CORNE=RS r ----� r ----� r---- ISOLATION JOINTS AT PILE CO UNDERSIDE OF SILL PLATE,FRAMING TYPICAL FOR(6) I i NEW 3 2'x10" ACQ HDR. I I NEW 3) 2"x10" ACQ F+OR, i I LOCATIONS OVER 6 MIL VAPOR " OR GIRDERS AS REQUIRED,WITH HELICAL PILE.SEE PILE SCHEDULE 'S —�-� --5---� - �--�--- BARRIER AND 6"GRAVEL FILL IN I TYPICAL 10"WIDE x 24"DEEP GRADE FOR ADDITIONAL INFORMATION. 6'-9" I CRAWLSPACE TYP. t I t I I I `j' BEAM WITH(2)#6 BAR CONTINUOUS �p� 1=851 ��' I OP O L _ _-12K L-- -�2K L-- -�12K TOP AND BOTTOM.COORDINATE TOP SECTION AT INTERIOR MASONRY PIER COLUMN 1 PILE CAP OF GRADE BEAMS WITH PROFESSIONAL SEAL f" R " " ARCHITECTURAL DRAWINGS.TYPICAL APPLICATION NUMBER m 26'-2 i t -10 71-8* 16-0 "I 61'-8" I I JOB NUMBER f 2018 RESIDENTIAL JUN 1 7 2020 DATE 02-27-20 OUNDATION PLAN SCALE: 1/4" = 1'-0'" THE DECK POSTS AND FOOTINGS A B ARE SET IN ZONE X A B A7 A7 A7 YELLOWIN THE AI 61'-8" FORPOSTS UPPER OR LOWER DECKASHED AREA, X Lu Z 26'-1" 21'-0" 14'-7" 47'-1" 14'-7" O z_ 6'-7" 8'-0" 6" 19'-6" -0 6'-8" 7'-11" CO K LINE OF DECK ABOVE - - NEW CONTINUOUS 2x12(ACO)BAND JOIST O NEW 3 2X12 2d34 X11 STE.PLATES < O I ALVANI TEEL PLATES 0° 0 EW 36"HIGH COMPOSITE HANDRAIL WITH NEW 36"HIGH COMPOSITE HANDRAIL WITH H NEW 6" x 6"IWOOD COLUMNS, (TO BE 1 O z SPINDLES SPACED MAXIMUM 4" APART TO SPINDLES SPACED MAXIMUM 4"APART TO SELECTED)), IMSTALLED AS PER _ CODE. ( TO BE SELECTED ) CODE. ( TO BE SELECTED ) I MAN UFACTl1R RS SPECIFICATIONS TO BEAR ON — J `� ff^^ W co `1 NEW CONCRETE PTERS�ELOW"(TYPIM.—— — `�IEW DN uI V J = Nm1` (A a � a oz > U Y C. PROPOSED: NEw XW14 PROPOSED: Dy mru-Flow 437 Legacy N x PROPOSED: x o G N X11 w iv — — — ANDERS CSMT. — — — — iv 9 y AND T O DECK —(�s— x�.— DECK 7 v N N § a) '—r x 4' r Z Thru-Flow 437:Legacy E Thru-Flow 439:legacy �I ® DECKKABIOVE n ® z EGR O ti 1 0 ( 9'-6" CLG. HT.) = -1 T iru-Flow 437 LegacyNEW(2)1.75 X 9.5 LVL HDR. I E Thru-Flow 437 Legacy NEW(2)1.75 X 11.25 LVl HDR. g io 30"X80" cel NEW 2 x 12 (ACO) LEDGER BOLTED WITH 730"X80' wU %"LAG BOLTS STAGGERED EVERY 16" O.C. �* NW I •i W I WITH JOIST HANGERS AT ALL CONNECTIONS ON 10 --PROVIDE NEW LANDING AND .n NEW CONTINUOUS 'z 2x12 ACO LEDGER STEPS DOWN TO GARAGE z I z - I - - - z FLOOR AS REQUIRED. i N LNEW 3/4"PLYWOOD SUB-FLOOR Li EW 36' HIGH HANDRAIL N SECURED TO NEW 2"x12" FLOOR z N WITH SPINDLES SPACED r o a!16 NOTIFY ARCHITECT DESIGN JOISTS ®16" O.C. c3 ci I H' MAXIMUM 4" APART TO CODE. N o N / v NOTE: NOTIFY ARCHITECT/DESIGN NOTE: "' Q M DOUBLE UP ALL FRAMING UNDER o x o 'a REFER TO ORIGINAL BP#FOR PROFESSIONAL IMMEDIATELY OF DOUBLE UP ALL FRAMING UNDER 3'_O" ( TO BE SELECTED 'N' s PROFESSIONAL IMMEDIATELY OF (BLOCKING AT MID-SPANS) K I ) NEW PARALLEL PARTITIONS AND N• ORIGINAL CONSTRUCTION. NEW PARALLEL PARTI110NS AND =< z 1 ANY DISCREPANCIES WITH THE NEW WOOD POSTS. 7 I ANY DISCREPANCIES WITH THE NEW WOOD POSTS. ,� STORAGE LOFT LOCATION OF ALL PREDETERMINED �,- LOCATION OF ALL PREDETERMINED ABOVE O PROVIDE SOLID BLOCKING z a z a PROVIDE SOLID BLOCKING v Cj- POINT LOADS AND PROVIDE POINT LOADS AND PROVIDE UNDER ALL WOOD POSTS UNDER ALL WOOD POSTS K c;IN ( 7'-2"t CLG. HT.) Z CONTINUOUS STRUCTURAL SUPPORT PROPOSED: CONTINUOUS STRUCTURAL SUPPORT a DOWN TO FOUNDATION. ANY PROVIDE CONT BLOCKING UNDER PROVIDE CONT BLOCKING UNDER " � ( FLAT CEILING ) LOAD BEARING WALLS UNFINISHED I DOWN TO FOUNDATION. ANY LOAD BEARING WALLS UNFORESEEN POINT LOADS ARE TO UNFORESEEN POINT LOADS ARE TO z BE BROUGHT TO THE ATTENTION OF ATTIC STORAGE I BE BROUGHT TO THE ATTENTION OF NEW(2)1.75 X 11.25 LVL HEADER FOR STORAGE LOFT THE ARCHITECT OF RECORD. ANY INCONSISTENCIES DISCOVERED ( 8'-0"t CLG. HT.) I THE ARCHITECT OF RECORD. ANY INCONSISTENCIES DISCOVERED _`` NEW 4)1.75 X 11.25 LVL HEADER FOR 2ND FLOOR _ AFTER DEMOLITION ARE TO BE ( FLAT CEILING) AFTER DEMOLITION ARE TO BE LINE OF STORAGE LOFT ABOVE ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO I ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION PROPOSED: N1104.1 NOT LESS THAN 757 OF THE ARCHITECT OF RECORD AND • N1104.1 NOT LESS THAN 757 OF THE ARCHITECT OF RECORD AND .i THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE NEW 3 1.75 X 1 11_875 C.J. HEADER _ I THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE GARAGE N INSTALLED LIGHTING FIXTURES TO BE AMENDED ACCORDINGLY. - a, INSTALLED LIGHTING FIXTURES TO BE AMENDED ACCORDINGLY. ( 11'-6"t CLG. HT.) cs SHALL BE HIGH-EFFICIENCY LAMPS I N SHALL BE HIGH-EFFICIENCY LAMPS ( FLAT CEILING) "o EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN I EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN LNEW(2) LAYERS OF 5/8" TYPE ,a WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF I WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF "X" SHEETROCK ON GARAGE STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE WALLS AND CEILING WITH JOINTS R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING " I HANDRAILS TO COMPLY WITH FOUNDATIONS, GIRDERS, COLUMNS, - iO c3� FS I is R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING STAGGERED VERTICALLY.-7 j j' ED R311.7.8- R311.7.8.4 POSTS, HEADERS,FRAMING SIZE NEW 2 1.75 X 14 LVL RIDGE,o� _ 1 , ' HANDRAILS TO COMPLY WITH FOUNDATIONS, GIRDERS, COLUMNS, - J i R311.7.8-R311.7.8.4 POSTS, HEADERS, FRAMING SIZE NEW 4 1.75 X 11.25 LVL HEADER N M 1 AND DIRECTIONS. 1 "' AND DIRECTIONS. HVAC SYSTEM TO COMPLY WITH ad HVAC SYSTEM TO COMPLY WITH 1 2016 NYS SUPPLEMENT C-104.2.6.1 1 2016 NYS SUPPLEMENT C-104.2.6.1 m THE BUILDING THERMAL ENVELOPE REFER TO STRUCTUPAL ENGINEERS I THE BUILDING THERMAL ENVELOPE R�EF�ER TO STRUCTURAL ENGINEERS _ SHALL BE CONSTRUCTED TO LIMIT PLANS FOR ALL NEW FOUNDATION SHALL BE CONSTRUCTED TO LIMIT PLANS FOR ALL NEW FOUNDATION AIR LEAKAGE IN ACCORDANCE WITH WORK. DO NOT USE THESE PLANS I o, AIR LEAKAGE IN ACCORDANCE WITH WORK. DO NOT USE THESE PLANS 3'-0" EXISTING MINIMUM Y4" o THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OR _ — — — — _ I THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OR HOUR FIRE RATED STEEL 1 o N1102.4.1 THROUGH N1102.4.5 CONSTRUCTION PURPOSES. NEW 2"x 12"LEDGER LAID ON FLAT 1 I N1102.4.1 THROUGH N1102.4.5 CONSTRUCTION PURPOSES. SELF CLOSING DOOR. ~ I �/� 1 I `r ti I I ROVIDE NEW LANDING AND 1 �// 1 1 N C5 1 1 STEPS DOWN TO GARAGE 1 z W W FLOOR AS REQUIRED. �, I Z > z< xo 1 1 NEW 2 2 X 12 HEADER 1 1 1 _o _ EW 36" HIGH HANDRAIL �s_ 1 ^J Z _ _ WITH SPINDLES SPACED G8- LL �JJ FOR C.J. AND R.R. I z I I N MAXIMUM 4" APART TO CODE. i x 1 :� - 1 TO BE SELECTED ) l i I ti w Q N ( 1 1 1 11 I INSTALLED ASWPERD M NUFACIURERS SPE(TO BE C F1CA11CNS 1 I I I I n O Q I� NEW 2X1 ;c> , NEW COMPOSITE FLOOR FINISH, TO BEAR ON NEW CONCRETE FOUNDATION BELOW 1 I I UNE OF NEW EXTERIOR I I O (TO BE SELECTED) (TYPICAL). O I WITH iib"�iG BOLTS I I 11 1 NEW 2 2'x12"HDR. 1 11 N 1 1 i L WALLS ABOVE J i I J W —— — — — J I 1 NEW/C12 ------------'�-J I 1 J W Cl Q Z - - - - - - -- - -r - - - - - - T - - 1 1 1� F LL- o — J o 1 3)2'-1"x 2-1 I o' I zo— o I �_ 00 - - - - - ---- 1 N N L J - - - -- - - -- - - -- - - - - -N — NEW 2 1.75X11.875LVLHDR. I O 04 N - - - - - - - - - - V�QRQ ; I - - - - RUN I FOR NEW OVE d I I I I o 1 CL6.NHT)) .� L - - - -- - �=0" 8'z2- -- - - - - 4-6 4-6 .I O�lE BOOR (TO BE C1ED) I� I ( ) 8'-0" 3'-7" 8' I) I I I I 16'-0 (�2"x10"HDR. - NEW S2)2"x10" NEW " mll 1� I I ,. � I ! ► Ii I �Z 7'-8" 7'-8" IL 18'-4" 6'-0" 2ND FLOOR PLAN 24'-4" SCALE: 3/16" = 1'-0" 1 ST FLOOR PLAN SCALE: 3/16" = 1'-0" APPLICANT d b DANIEL BURKO DESIGN LLC 138 SOUTH 1ST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DANIELBURKO@GMAT L.COM STRUCTURAL ENGINEER P. E PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 of NE�.r PAClRj Gj 0 ' LU 0 i 1 Z An'aPSSSi©��'v PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 X IL Z O N Z_ rn O Z F- O O ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY Z LL R901.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) Q < INCHES IN HEIGHT X 4 INCHES IN WIDTH ? N F_ Alt.NEW WINDOWS TO BE ANDERSEN EGRESSFLL WINDOWS TO COMPLY WITH 2015 IBC R310.1 - - - a LOW E4"SMART SUN' SIMULATED NEW COR-A-VENT RIDGE VENT PIIVAIENT TOP OF NEW RIDGE _ Y W p NEW 30 YR. ARCHITECTURAL ROOF Z LL -- SHINGLES (COLOR BY OWNER) 0 PROVIDE METAL FLASHING AT g _ ALL ROOF INTERSECTIONS. c W — oo NEW VINYL TRIM (COLOR: BY OWNER) NEW CONT. 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DO NOT USE THESE PLANS FOR I I I Y- Q W FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. — Y C/) J _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ __ __ __ __ __ _ _ _ _ _ _ _ _ __ =_ _ _= 4'� _ _ _ =_ __ _ = _ _ __ _ � > w ° � W 0 0- FRONT ELEVATION w cj o Q SCALE: 3/16" = V-0" w C)� N N CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY ALL SIDE WALL FLASHING TO COMPLY WITH R905.2.8.3 AND BE CONTINUOUS OR STEP ALL FRAMING COMPLIES WITH SECTION R602.3(5) FLASHING SHALL NOT BE LESS THAN 4 CONTRACTOR INCHES IN HEIGHT X 4 INCHES IN WIDTH NEW COR-A-1?NT RIDGE VENT All EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 ALL NEW WINDOWS TO BE ANDERSEN �-T__O--P OF NEW F:IDGE LOW E4'SMART SUN' SIMULATED +16'-8" - - -- DIVIDED LITE OR EQUIVALENT, NEW 30 YR. AFCHITECTURAL ROOF SHINGLES (COLOR BY OWNER) ------ — oo oo NEW VINYL TRIM(COLOR: BY OWNER) ' APPLICANT NEW CONT. VENTED VINYL SOFFIT lo TOP OF NEW GARAGE ATTIC FLOOR PLATE _ - m EL t8=0 ru- owLegacy, NEW VINYL CORNER TRIM (COLOR BY OWNER) 2" x 12'(ACQ)DECK JOISTS 0 16"O.C. NEW VINYL SIDING(COLOR&STYLE BY OWNER) 0 ------ db_ TOP OF 2nd FL. HANDRAIL_ N — - - - - _ EL. + DANIEL BURKO DESIGN LLC NEW 36"HIGH PVC HANDRAIL WITH TOP OF NEW GARAGE ATTIC SUB-FLOOR 13B SOUTH 1ST STREET,SUITE 103 SPINDLES SPACED MAXIMUM 4" APART TO ALIGN WITH DWELLING EXXIISTI�NG o LINDENHURST,NY 11757 TOP OF NEW GARAGE ATTIC SUB-FLOOR �ln ITO CODE. ( TO BE SELECTED ) EL. +0'-0 `r (631)482-7858 TO ALIGN WITH DWELLING EXISTING _ El _ _ ) M DANIELBURKO GMAIL.COM �, EL +0'-0�— — - - - - - - - _ - _ - _ - _ - TOP OF NEW 2nd FL. FINISHED WOOD DECKING�I� @ NEW(ACQ)HEADER EL. -0'-2" 'r o 1f' TOP OF NEW GARAGE FIRST FLOOR PLATE i EL. - - — _ _ _ _ BOTTOM OF NEW 2nd FL. DECK HEAD - - - - - - - NEW Thry-Flow 43%Legacy, NEW 6'x 6" WOOD COLUMNS, (TO BE EW Thry-Flow 43%Legacy EL -2'-0" STRUCTURAL ENGINEER 2" x 12" (ACO) DECK JOISTS 0 16'O.C. SELECTED), INSTALLED AS PER 2' x 12" (ACQ)DECK JOISTS 0 16" O.C. (USE 2"x 12" (ACQ)DECK JOISTS 0 12" O.C. MANUFACNNRERS SPECIFICATIONS TO BEAR ON NEW CONCRETE PIERS NEW VINYL CORNER TRIM (COLOR BY OWNER) UNDER - BELOW(TYPICAL). OWNER T COHEIR 01 0 ) p NEW VINYL SIDINGCOLOR &STYLE BY OWNER) ) EW 36" HIGH PVC HANDRAIL WITH °f I', SPINDLES SPACED MAXIMUM 4" APART TO CODE. ( TO BE SELECTED ) _ TOP OF 1st FL HANDRAIL a' EL + Y o' I 111 _ N _ TOP OF EXIST. FINISHED DWELLING FIRST FLOOR TOP OF EXIST. FINISHED DWELLING FIRST FLOOR o EE O'-11"t FOR ELEVATION HEIGHT - -- - I REFER TO EXISTING DWELLING PLANS EL. -10'-11"± FOR ELEVATION HEIGHT ;., REFER TO EXISTING DWELLING PLANS PACIFICO ENGINEERING,PE -(�TOP OF NEW GARAGE FOUNDATION WALL 700 LAKELAND AVENUE,SUITE 2B — - -- - TOP OF NEW_1st FL. FINISHED WOOD DECKING FOR ELEVATION HEIGHT EL -11'-1" oo BOHEMIA,NY . REFER TO STRUCTURAL ENGINEERS PLANS 631-988-0000 " BOTTOM OF NEW 1st FL. DECK HEADER ts:l NEW(ACQ)HEADER - - EL. -12'-9" 9 o NOTh, s NEW 6"x 6" WOODCOLUM To BE =:ilr> SELECTED)), INSTALLED AS R1 o REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW MANUFACTURERS SPECIFlCA Of F TO FOUNDATION WORK. DO NOT USE THESE PLANS FOR BEAR ON NEW CONCRETE P ,,,, `I FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. BELOWTYPICAL. O W ( ) r V F'AC! _ Q- _4 GRADE VARIES GRADE VARIES V L J REFER TO STRUCTURAL # ' CC ENGINEERS PLANS FOR NEWI I I—i FOUNDATION SPEgFlCATI I—I — — — . �� t -C —� - - - - - - - - - - - - - - - -T---- - - - - - - -T- - - - - - - - - - - -- - - - - - - - - -L — — — — — I I- --- - - - - - - - -I—J- - - - - - - - - - - THE DECK POSTS ¢ogil6l AND FOOTINGS CP��A/� pES510 REAR ELEVATION ARE SET IN ZONE X PROFESSIONAL SEAL SCALE: 3/16" = 1 o-O'o APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 0 w A B A B Q 5of8 5of8 5of8 5of8 Q 0 16'-0' 45'-8" 16'-0' V 11'-2" 11'-2' 11'-2" 11'-Y 9'-2' V-10" 18'-7' F 9'-2" 6'-10' 0 _NEW CONTINUOUS 2x12 ACQ) AST- ST- NEW_CON71N000S x12 ACQ BAND JOIST _ _ NEW CONTINUOUS 2x12( BAND JOIST UNE OF DECK ABOVE NEW CONTINUOUS 2x12 ACQ n- BAND JOIST NEW 8"TALL HEADER NEW 8"TALL HEADER L�W�ALL HEADER - NEW 8'TALL HE DER I I tI I�� I I �� NGERS((TYPIQ) Z t�.•. NEW 10'x 10•PERMACAST ' I I I �� ' O Q STRUCTURAL COLUMNS STO BE SELECTED), 1 I I I_ISL L `�C' INSTALLED AS PER MANUFACTURERS o $ $ g I I I I I I'l CONCRETE PAD STS SPECIFICA71CNS TO BEAR ON NEW 4z $ CONCRETE PIERS BELOW(TYPICAL). VJ ; < < < ! T�1 ITf-T :� o n CQ mi o REFER TO STRUCTURAL ENOHEERS v d PROPOSED: v d a 1 NE 4 LU Tv _I NI "• PLANS FOR ALL NEW FOUNDATION "• DECK ABOVE K e "moo x' I I I I I I I I �?.� Tu •_ PE=QK W44 „, , w AI ® WORK. DO NOT USE THESE PLANS ® (T-p'CLG.HTJ p p i y FOR FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES z i z.5 " x t'• a'• DELIK ABOVE - ()3 4' Z F. s NEW M.L.LVL HDR c NEW 2 x 12(ACQ)LEDGER BOLTED WITH lo w XE3 1 W LAG BOLTS STAGGERED EVERY 16'O.C. LAG xVERY 30'X80' W�"HOUR FIRE RATED > W 0 WITH JOIST HANGERS AT ALL CONNECTIONS - - - - g!? z S C F.D. "� STEEL SELF CLOSING DOOR NEW CONTIAl0U5 2x12(ACQ g iIN ROMDE NEW LANDING AND n a - _ z STEPS DOWN TO GARAGE FLOOR AS REQUIRED. -NEW 36'HIGH HANDRAIL + N NOTE: WITH r+ WITH SPINDLES SPACED :.5 t`tV _ LI (� REFER TO STRUCTURAL ENGINEERSREFERNOTIFY ARCHITECT/DESIGN NO]E MAXIMUM 4'APART TO CODE i REFER TO ORIGINAL FIPd FOR A PLANS FOR ALL NEW FOUNDATION ) -- REFER T CONSTRUCTION WORK. DO NOT USE THESE PLANS REFER TO ORIGINAL BP/FOR PROFESSIONAL IMMEDIATELY OF DOUBLE AL ALL FRAMING UNDER A 3'-0" (TO BE SELECTED '~ Q d 5 of 8 FOR FOUNDATION RQERENCE OR ORIGINAL CONSTRUCTION. NEW PARALLEL PARTITIONS AND z<E Q ANY DISCREPANCIES WITH THE NEW WVDD POSTS. 5 of 8 STORAGE LOFT CONSTRUCTION PURPOSES. LOCATION OF ALL PREDETERMINED POINT LOADS AND PROVIDE PROVIDE SCUD BLOCKING xs- ABOVE O ' CONTINUOUS STRUCTURAL SUPPORT UNDER ALL WOOD POSTS d (7-2't CLO.HT.) lz DOWN TO FOUNDATION.ANY PROVIDE CONT 13LOCKING UNDER (FLAT CEILING) UNFORESEEN POINT LOADS ARE 70 LOAD BEARING WALLS BE BROUGHT TO THE ATTENTION OF NEW 12'TALLHEADER FOR STORAGE LOFT IN THE ARCHITECT OF RECORD. ANY INCONSISTENCIES DISCOVERED NEW 12'TALL HEADER FOR 2ND FLOOR AFTER DEMOLITION ARE TO BE -------------_-------'_------- • LINE OF STORAGE LOFT ABOVE----------_---- ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO PROPOSED: N1104.1 NOT LESS THAN 75% THE ARITECT OF RECORD AND THE LAMPS IN PERMANENTLY OF ARCHITECT RAL DOCUMENTS ARE GARAGE INSTALLED LIGHTING FIXTURES TO BE AMENDED ACCORDINGLY. (11'-6't CLG.HI v ci SHALL BE HIGH-EFFICIENCY LAMPS FLAT CEILING) "d NOTIFY ARCHITECT DESIGN L ( PROFESSIONAL IMMEDIATELY OF EXIST.AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN NEW(2)LAYERS OF 5/8'TYPE ANY DISCREPANCIES WITH THE PATH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF "X'SHEETROCK ON GARAGE < LOCATION CF ALL PREDETERMINED PROPOSED: STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE WALLS AND CEILING WTH JOINTS P01NT LOADS AND PROVIDE UNEXCAVATED % I R303.7 AND R311.7,9 AND LOCATIONS aF t1a6nNG STAGGERED VERTICALLY. CONTINUOUS STRUCTURAL SUPPORT FOUNDATIONS,GIRDERS,COLUMNS, d DOWN TO FOUNDATION.ANY (GARAGE CONCRETE SLAB ABOVE) ; HANDRAILS 31 COMPLY WITH UNFORESEEN POINT LOADS ARE TO R311.7.8-R311.7.8.4 ANS DIRECTIONS. FRAMING SIZE _ _ NEW 12'TALL _ BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD. HVAC SYSTEM TO COMPLY IWTH 2016 NYS SUPPLEMENT C-104.28.1 UIL ANY INCONSISTENCIES DISCOVERED THE BUILDING THERMAL ENVELOPE REFER FO STRUCTURAL ENGINEERS AFTER DEMOLITION ARE TO BE SHALL BE CONSTRUCTED TO LIMIT PLANS FOR ALL NEW FOUNDATION BROUGHT TO THE ATTENTION TO o AIR LEAKAGE W ACCORDANCE 1W1H DD NOT USE TERSE PLANS 3'_0• EXISTING MINIMUM�" THE ARCHITECT OF RECORD AND :7 THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OR HOUR FIRE RATED STEEL I� ARCHITECTURAL DOCUMENTS ARE I N11024.1 THROUGH N11024.5 CONSTRUCTION PURPOSES SELF CLOSING DOOR. TO BE AMENDED ACCORDINGLY. ';' ROVIDE NEW LANDING AND v/ Q STEPS DOWN TO GARAGE , I Wz N011FY ARCHITECT/DESIGN !, I i%x `Uo U Q PROFESSIONAL IMMEDIATELY OF FLOOR AS REQUIRED. % I I Z ANY DISCREPANCIES W TH SIZE I REMOVE AS REQUIRED F ACCOMMODATE NEW � —)Q LTJ LY REMOVE EXISTING ROOF CONSTRUCTION AND AND LOCATIONS OF EXISTING NEW CONCRETE FOUNDATION _ _ EW 36'HIGH HANDRAIL s- I z FOUNDATIONS,GIRDERS,COLUMNS WORK.PATCH AND REPAIR WTH MATERIALS _ _ WITH SPINDLES SPACED GL'- __ L.L. LLJ POSTS,HEADERS FRAMING SIZE I MATCHING EXISTING/NEW CONSTRUCTION. I iv MAXIMUM 4'APART TO CODE.I F �w _ J Y RENO R TO STRUCTURAL ENGINEERS I I cs 1 AND DIRECTIONS I (TO BE SELECTED) I . �Ny PLANS FOR ALL NEW FOUNDATION I I I I L L w 0 0 WORK. DO NOT USE THESE PLANS REFER TO OVERHEAD DOOR I NEW 10'x 10'PFRMACAST STRUCTURAL COLUMNS, I I I I I -� O � W D FOR FOUNDATION REFERENCE OR MANUFACTURERS SPECIFICATIONS FOR (/}T�O BE SELECTED),INSTALLED AS PER 1 I LINE OF NEW EXTERIOR I I '' CONSTRUCTION PURPOSES. ADEQUATE CLEARANCE FOR MASONRY I NEW PAVER OOR FINISH,(TO BE SELECTED) TO SPECIFICATIONS TO BEAR ON NEW I WALLS ABOVE 0 W OVER NEW C NCRETE SLAB CONCRETE FOUNDATION BELOW(TYPICAL). Q DOOR OPENING AND FOR DROP OF TIXx I I I _ --- LII J W OF NEW FOUNDATION WALL AS REQUIRED _________ J I I •� 0 Q c , FOR NEW OVER HEAD DOOR �. I I LL w 2 2i co • ,: 1 -----------Lc — -- x � _ II �l PROP SED: — ---------------- — (� I:V ?� U X VA NE I CO CRETE FOUNDATION SED, N I NEW ILL L1l HDR. I N ^ � I - - - x• CHEEK ALLS 1" 14'-3" 11" I p 2 CLC HT - ---- -- C C %aLn t FLIT C�IUN_C_) L -1O 0 - I ` (PAVER rte) I C (W BE COD)CONTRACTOR TO MINIJIZE THENEW 8'-0" 5 of B 5 of 8 DISTURBANCE OF THE EXISTING MASONRY OPENING 5 of 8 ATI O.0 5 d 8 +�'':•"_�• CONCRETE FOUNDATION WHILE 16'-0' EXCAVATING FOR NEW POURED �' -0" CRETE PIER UNDER CONCRETE FOUNDATION.ANY ——— CU.UMN ROM ABOVE VISIBLE DAMAGE TO EXISTING CONCRETE FOUNDATION IS TO BE 6 A g 12' 4' 0" 12" BROUGHT TO THE ATTENTION OF 8 THE ARCHITECT OF RECORD. 5 61'-8' 7'-6" 26'-1" 19'-T 16'-0" FOUNDATION PLAN - 6'-°" 1 ST FLOOR PLAN _ SCALE: 3/16" = 1'-0" r SCALE: 3/16" = 1'-0" NEW 50 HIGH UUMFUN It MANDIKAIL M IV WIND AFAKIN CODE,I TO BE SELECTED in APPLICANT I r NEW XW14 DFCK ------( E xSMl.NEW M.L LW.HDR. I I •_ � I i DANIEL BURNO DESIGN LLC 136 SOUAENHURST W 11757 103 •I LNEW 3/4"PLYWOOD SUB-FLOOR I~ ' f3l)482-7858r SECURED TO NEW 2'x12"FLOOR I 1" I DANIELBURK0©GMAIL.COA1 NOTIFY ARCHITECT/DESIGN NDIE: JOISTS 0 16"O.C. o cS }, PROFESSIONAL IMMEDIATELY OF DOUBLE LIP ALL FRAMING UNDER A (BLOCKING AT MID-SPANS) =c ><d ANY DISCREPANCIES WITH THE NEW PARALLEL PARTITIONS AND NEW WOOD POSTS. 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DO NOT FOR FOUNDATION RAE HENCE OR THESE ________ I Q � r THE REOUIREMENTS OF SECTIONS NEW 2•x 12'LEDGER LAR)ON F1AT� I '01 N1102.4.1 THROUGH N1102.4.5 CONSTRUCTION PURPOSES. q1� PACIFC I i I � I V O .a NEW 12'TALL HEADER I I fiz c cz " FOR C.J.AHD R.R. �tr� N7B6182 �'� I I I I I I I I p�0--E,cg1Q�P PROFESSIONAL SEAL NEW 2 Yx1Y HDR I L APPLICATION NUMBER L--------------- — •- �P F _L____ _ __�- ---- v -----------r b I -- 3 2,x7-11a L__ _=JI N JOB NUMBER 016 C 2018 RESIDENTIAL C (UPPER 1 ATTR) C 4-6 4-6 i NSW DATE 5 of 8 x 8 R R Sof 6 3'-7' � 0 1 01s o.c a oo1c7l 11-23-18 16'-0" 2ND FLOOR PLAN13A 01 SCALE: 3/16" = 1'-0" 5of8 17 W 0 Icl - Q O U H CL ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY MOTH APPENDIX U SOW HEADYR905Z FLASHING AND BET BE LESS A STEP Q FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES PATH BECTON 86023(5) O ❑ INCHES IN HEIGHT X 4 INCHES IN WIDTH ALL NEW WINDOWS TO BE ANDERSEN ALL EGRESS WINDOWS TO COMPLY WITH 2015 IBC 8310. ' 5 = > EW COR-A-VENT RIDGE VENT v J LOW E4'SMART SUN"SIMULATED `� U) O DIVIDED UTE OR EQUIVALENT. — _. .__..,....... ... 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TOP OF EXIST. FINISHED DWELLING NEW PAVER FLOOR FINISH,(TO BE SELECTED) =P: ®®®®�❑® TOP OF EXIST.FINISHED DWELLING FIRST FLOOR FIRST FLOOR _EL +0'-2"FOR ELEVATION HEIGHT OVER NEW CONCRETE SLAB EL -1D'-11`t FOR ELEVATION HEIGHT A NEW TOP„OF,PORTICO,LANDING _...._ W_., .., ..W .. ...W _. _ I ®® i x g ®® REFER TO EXISTING DWELLING PLANS I W D r .r Y EL„ -p'-p' �� . TOP OF NEW GARAGE FOUNDATION WALL 70 GRADE VARIES._-� _ GIN v J REFER TO f L FOR EIEVARON HEIGHT Ud - - I III - II II I 0wiz AL ENGINEERS PLANS FOR ALL NEW GRADE VARIES/�DO NOT USE THESE PLANS FOR I I I I I III — WNCE OR CONSTRUCTION PURPOSES. I Q LJJ O U ____===��r--r ------_____ _________�_______________� w oar FRONT ELEVATION w W 0 Q SCALE: 3/16" = 1'-0" :Ec N TYPICAL ROOF CONSTRUCTION •30 YEAR ARCHITECTURAL ROOF SHINGLES (COLOR TO MATCH EXISTING) (2 'COX PLYWOOD LAYERS OF 151b. FELT AS PER(8905.2.7) •112 CONTRACTOR TO COMPLY WITH P.°PENDIX U SOLAR READY ALL SIDE WALL FLASHING TO COMPLY WITH •2 x 6 ROOF RAFTERS AT 16'O.G D1 SEE TABLE 3.8E SHEET 6 of 8 8805.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION 8602.3(5) 6 d s FOR NAILING REQUIREMENTS INCHES IN HEIGHT X 4 INCHES IN WIDTH PROVIDE CONT.IGF k WATER SHIELD AT EAVES AS PER NEW COR—A—VENT RIDGE VENT LL EGRESS WINDOWS TO COMPLY WITH 2015 IBC R31D. {_8905.27.1 THAT CONSISTS OF AT LEAST TWO LAYERS ALL NEW WINDOWS TO BE ANDERSEN OF UNDE THAT CEMENTED TOGETHER OR CF A NEW COR-A-VENT RIDGE VENT LOW E4'SMART SUN'SIMULATED SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,AND 12 �� NEW 2"x 6"RIDGE +TOP OF NEW RIDGE , _ — EXTEND FR(M,1 THE LOWEST EDGES OF ALL ROOF SURFACES EL +16'-8" DIVIDED70 A OR WALL UNE OF THE HESBUILDING.61 (TMP. B� R :- .__. . .. __ .... EL. TO A PONT AT LEAST 24 INCHES(610 MM)INSIDE THE NEW 2 x 4 COLLAR TIES 0 16"O.C. a (UPPER Ye OF ATTIC) NEW 30 YR.ARCHITECTURAL ROOF SEE TALE 3.10 SHEET 6 of B@4[18 SHINGLES(COLOR BY OWNER) FOR NAILING REQUIREMENTS NEW BOTTOM OF PORTICO HEADER x ADJUST HEIGHT AS REQUIRED TO m NEW CONT.VENTED VINYL SOFFIT ` ;j WITH DWELLING FASCIA/SOFFIT/GUTTERS I ALIGN NEW FASCIA AND GUTTERS NEW VINYL TRIM(COLOR: BY OWNER) -- COLUMNS. NEW ID•x 10"PERMACAST STRUCTURAL #' WITH EXISTING AS REQUIRED c APPLICANT (TO BE SELECTED),INSTALLED AS PER NEW CONT.VENTED VINYL SOFFIT MANUFACTURERS SPECIFICATIONS TO BEAR ON NEW to CONCRETE FOUNDATION BELOW(TYPICAL). ALL FRAMING COMPLIES NTH SECTION R602.3(5) o 13rq TOP OF NEW GARAGE ATTIC FLOOR PLATE NEW 4 x 6 COMPOSITE DECKING TO BE SELECTED ? TOP OF EXIST. FINISHED DWELLING 2'x 12'(ACQ)DEC(JCSTS 0 16"O.C. NEW PAVER FLOOR FINISH,(TO BE SELECTED) _<_: FIRST FLOOR NEW VINYL CORNER TRIM(COLOR BY OWNER) OVER NEW CONCRETE SLAB EL. +C-2"FOR ELEVATION HEIGHT ( `, NEW TOP OF PORTICO LANDING Y NEW VINYL SING COLOR Jc STYLE BY OWNER) ,, 'E1_ b NEW WIDE TRIM(COLOR BY OWNER) � �ti S _ GF AD RI � � 1 m . .....,...,.TOP OF 2nd FL HANDRAIL V V . . EL 0' 0" �• E VA ES N --...... ... .. ......M,......,_.,...,. _..._,,. .. I DANIEL BURKO DESIGN LLC NEW 36"MGH COMPOSTE HANDRAIL TOP OF NEW GARAGE ATTIC SUB-FLOOR REFER TO STRUCTURAL ENGINEERS I 138 SOUTH IST STREET,SUITE103 WITH SPINDLES SPACED MAXIMUM 4" __m__,•__ TO ALIGN WITH DWELLING EXISTING/� o PLANS FOR EEW FOUNDATION SPECF1CAlI0NS � LIN)ENHURST,NY 11757 Y •` 1631)482-7858 I APART TO CGDE TO BE SELECTED) EL +0`-0" DAMELBURKO GMAIL.COM TOP OF NEW GARAGE ATTIC SUB-FLOOR ( TO ALIGN NTH DWELLING EXISTING „,„ ,,,, ,,._.,,,,,,. _.,.._,........ TOP OF NEW 2nd FL FINISHED WOOD DECKING i l EL. +0'-0' EL -0'-2` c -I ^ n TOP OF NEW GARAGE FIRST FLOOR PLATE NEW(ACO)N-ADER BOTTOM OF NEW 2nd FL DECK HEADER STRUCTURAL ENGINEER NEW 10"z 10"PERAIACAST EL. -2'-0' NEW 12 x 6"COMPOSITE DECKING(O.C. E SELECTED), x IW Ys"x B"COMPOSITE DECKING PORTICO SECTION 2'x 12' ACQ DECK JOISTS 0 16' si- STRUCTURAL TED),IJS, (ACQ) TO 12 SELECTED). (TO BE SELECTED), 2"x 12" ACO DECK JOISTS 016"O.C. Y x 12' ACp DECK JgSTS 0 1Y O.C. �x AS PER MANUFAL�RETtSNEW VINYL CORNER TRIM(COLOR BY OWNER) NDER U - SPEgFlCATONS TO BFJR ON NEW SCALE: 3/16" = 1'-0" ':](USE OWNER CONFlR B LOCA 0) a CONCRETE PIERS BROW(TYPICAL). , b "� NEW VINYL SIDING(COLOR k STYE BY OWNER) s S4i€, NEW 38"FA(i)COMPOSITE HANDRAIL b o+ - s^ WITH SPINDLES SPACED MAXIMUM 4" NEW WIDE TITIN(COLOR BY OWNER) )I' APART 10 WDE TO BE SELECTED) TOP OF 1st FL HANDRAIL I1OP OF EXIST. FINISHED DWELLING FIRST FLOOR TOP OF EXIST.FINISHED DWELLING FIRST FLOOR o _ w EL -10'-11"t FOR ELEVATION HEIGHT a; -10'-11't FOR ELEVATION HEIGHT REFER TO EXISTING DWELLING PLANS TF' REFER TO EXISTING DWELLING PLANS PACIFICO ENGINEERING,PE TOP OF NEW GARAGE FOUNDATION WALL TOW OF NEW 1sl FL. FINISHED WOOD DECKING 700 LAKELAND AVENUE,SUITE 29 FOR ELEVATION HEIGHT EL-it'-1" W BOHEMIA,NY REFER TO STRUCTURAL ENGINEERS PLANS - 1-98&0000 BOTTOM OF NEW 1st FL DECK HEADER -- THEW(ACQ)HEADEREL-12'-9" NEW 10'x 10"PERMACASTSTRUCTURAL COLUMNS, REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW g,_I ) (TO BE SELECTED),NSTALLEDFOUNDATION WORK. DD NOT USE THESE PL/LNS FOR is, €C IN, S PER MANUFACTURERS FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. rgi iii` SPECIFICATIONS TO BEAR ON NEW ) xY CONCRETE PIERS BELOW(TYPICAL). fCoip� GRADE VARIES - GRADE VARIES L I- J i t I I I I ENGINEERS FLANSTRUCTURAL FOR NEW I I I I y w I 1 - d- --FO—UNDA—TION SPECIFICATIONS ------------- 1 -21 ---------L -----------------s — —I—I ---------------- --I -��' (7 0 slit REARELEVATION PROFESSIONAL SEAL SCALE: 3/16" = V-0- APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 11-23-18 W Q Q O U H IY a ALL SIDE WALL FLASHING TO COMPLY PATH o CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY 8905.2 6.3 AND BE CONTINUOUS OR STEP NEW COR-A-VENT RIDE VENT TOP OF NEW RIDGE z 7 Z FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WTH SECTION 8602.3(5) INCHES N HEIGHT X 4 INCHES N WD1H NEW 30 YR.ARCHITECTURAL ROOF EL +16'-8' LL O Q ALL NEW WNDOWS TO BE ANDERSEN EGRESS WINDOWS TO COMPLY PATH 2015 IBC 8310. SHINGLES(COLOR BY OWNER) i^ ? W LOW E4'SMART SUNUI'YSIMULATED NEW VINYL TRIM(COLOR: BY OWNER Q5 V J I PITNEW 30 YR.ARCHITECTURAL ROOF 12 NEW 30 YR.ARCHITECTURAL ROOF 0 Q SHINGLES(COLOR BY OWNER) �7 1g / MINGLES(COLOR BY DINNER) � 5; (n ZE PROVIDE METAL FLASHING AT 12 V of Lu W ALL ROOF INTERSECTIONS, 4� NEW VINYL TRIM(COLOR: BY OWNER) O = NEW VINYL TRIM(COLOR: BY OWNER) NEW CONT,VENTED VINYL SOFFIT NEW CONT VENTED VINYL SOFFIT (n (� (CO OR Y 0VINYL CORNER TRIWNER) M _ _ TOP OF NEW GARAGE ATTIC FLOOR PLATE LLT O NEW VINYL SIDING NEW VINYL SIDING(COLOR&STYLE BY OWNER) EL +Bi-O" io n- (COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM(COLOR BY OMER) NEW COR-A-VENT RIDGE VENT NEW WIDE TRIM(COLOR BY OWNER) r PROVIDE METAL FLASHING AT NEW Y4'x 6'COMPOSITE DECKING -1 ALL ROOF INTERSECTIONSAT (TO BE SELECTED), b Lu NEW 30 YR.ARCHITECTURAL ROOF 2'x 1Y(ACO}D.J.0 16'O.C. Q 12 SHINGLES(COLOR BY OWNER) NEW 36'HIGH COMPOSITE HANDRAIL N O NEW VINYL TRIM(COLOR: BY OWNER 12D WITH SPINDLES SPACED MAXIMUM 4` NEW TOP OF RIDGE _ -_ APART TO CODE.(TO BE SELECTED) Q EL 11'-9't TOP OF NEW GARAGE ATTIC SUB-FLOOR Z . ,,,........ TO ALIGN WITH DWELLINGE ISDTINDG,� 7i a _oELWBBOTT}M OF PORTICO HEADER TOP OF NEW GARAGE FIRST BOOR PLATE ADJUST HEIGHT AS REQUIRED TO EL -1'-0" WITH DWELLING FASCIA/SOFFIT/GUTTERS NEW(AOQ)HEADER ALIGN NEW FASCIA AND GUTTERS NEW 10'x 10'PERMACAST STRUCTURAL c NTH EXISTING AS REQUIRED, = COLUMNS, TO BE SELECTED).INSTALLED AS 1 NEW CONT.VENTED VINYL SOFFIT PER MANU ACTURERS SPEC CATIONS TO BEAR ON NEW CONCRETE PIERS BELOW(TYPICAL). 7 Y7 °° NEW 10'x 10"PERMACAST STRUCTURAL COLUMNS, bP (TO BE SELECTED),INSTALLED AS PER jg: Ta MANUFACTURERS SPECIFICATIONS TO BEAR ON NEW CONCRETE FOUNDATION BELOW(TYPICAL). TOP OF EXIST.FINISHED DWELLING irs I FIRST FLOOR g TOP OF EXIST.FINISHED DWELLING FIRST FLOOR EL +0'-2" FOR ELEVATION HEIGHT , EL-10'-11"f FOR ELEVATION HEIGHT i NEW TOP OF PORTICO LANDING REFER TO EXISTING DWELLING PLANS "VEL. -0'-0" TOP OF NEW GARAGE FOUNDATION WALL GRADE VARIES — FOR ELEVATION HEIGHT dQIE REFER TO STRUCTURAL ENGINEERS PLANS NEW PAVER FLOOR FINISH,(TO BE SELECTED) I I I REFER TO STRUCTURAL ENGINEERS FLANS FOR ALL NEW OVER NEW CONCRETE S6M FOUNDATION WORK, DO NOT USE THESE PLANS FOR NEW 36"HIGH COMPOSITE HANDRAIL FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. WITH SPINDLES SPACED MAXIMUM 4' b APART TO CODE.(TO BE SELECTED) 10 W Q L_ JL- ------ z z o W -- - - —, Ir z L—, - GRADE,VARIES 0 J Y E- r+— Q W O U L— _4_r—REFER _ REFERTENGINEERS PLANS UCTU A NEW \ L—, rl_I, FOUNDATION SPECIFICATIONS / w a D L-------------------- L—J W O W — SIDE ELEVATION w o Q ui SCALE: 3/16" = 1 P-0" C N ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) INCHES IN HEIGHT X 4 INCHES IN WIDTH , NEW COR-A-VENT RIDGE VENT ALL NEW WINDOWS TO BE ANDERSEN LL EGRESS WINDOWS TO COMPLY WITH 2015 IBC 8310. NEW 30 YR,ARCHITECTURAL ROOF LOW E4'SMART SUN"SIMULATED SHINGLES(COLOR BY OWNER) 12 5p NEW VINYL TRIM(COLOR: BY OWNER) NEW 30 YR.ARCHITECTURAL ROCF 12 NEW 30 YR.ARCHITECTURAL ROOF SHINGLES(COLOR BY OWNER) �2 SHINGLES(COLOR BY OWNER) 12 PROVIDE METAL FLASHING AT Q4 ALL ROOF INTERSECTIONS. APPLICANT NEW VINYL TRIM(COLOR: BY OWNER) NEW VINYL TRIM(COLOR: BY OMER) NEW CONT.VENTED VINYL SOFFIT NEW CONT.VENTED VINYL SOFFIT NEW VINYL CORNER TRIM (COLOR BY OMER) AEW VINYL SIDING NEW VINYL SONG(COLOR IC STYLE 8Y OWNER) � OR d:S BY OWNER) NEW VINYL CORNER TRIM(COLOR BY OMER EW COR-A-VENT RIDGE VENT PROVIDE METAL FLASHING AT +TOP OF 2nd FL HANDRAIL _ NEW 9C x 6'COMPOSITE DECKING ALL RODF INTERSECTIONS. EL '_ (TO BE SELECTED), 12 EW 30 YR.ARCHITECTURAL ROOF DAPIIELBURKODESIGN LLC TOP OF NEW GARAGE ATTIC SUB-FLOOR 2'x 12'(ACQ)O.J.016'O.C. �2 SHINGLES(COLOR BY OWNER) 138 SOUTH 1ST STREET,SUITE 103 o TO ALIGN WITH DWELLING EXISTINGEW VINYL TRIM(COLOR: BY OWNER) LINDENHURST,NY 11757 EL. +0-0' " __..._ n NEW 36"HIGH COMPOSITE HANDRAILNEW TOP OF RIDGE'r 1531)48@2-7858 TOP OF NEW 2nd FL FINISHED WOOD DECKING WTH SPINDLES SPACED MAXIMUM e - EL 12'-O'f � DAMELBURKOGAMIL,COA1 c +EL' 4-2- APART TO CODE.(TO BE SELECTED} N i BOTTOM OF NEW 2nd FL DECK HEADER NEW BOTTOM OFPORTICO HEADER EL 9'-8"t STRUCTURAL ENGINEER EL -2'-0" `= ADJUST HEIGHT AS REQUIRED TO NEW(ACQ)HEADER WITH DWELLING FASCIA/SOFFIT/GUTTERS s.( ALIGN NEW FASCIA AND GUTTERS NEW 10"x 10'PERMACAST STRUCTURAL. _ WITH EXISTING AS REQUIRED, •I COLUMNS,(TO BE SELECTED),INSTALLED ASIEDF jtNs NEW CONI.VENTED NNri SOFFIT N PER MANUFACTURERS SPED CATIONS TO BEAR -I 10" b • ON NEW CONCRETE PIERS BELOW(TYPICAL). (' 10"x 10"PERMACAST STRUCTURAL IT NEW Y47 x 6 COMPOSITE DECKING COLUMNS (TO BE SELECTED),INSTALLED AS PER e, M �T013 OF 1st FL. HANDRAIL - (TO BE SELECTED), 'sl MANUFACTURERS SPECIFICA DNS TO BEAR ON +8'-1' Y x 12'(ACQ}D.J.016'O.C. NEW CONCRETE FOUNDATION BELOW(TYPICAL). NEW V x 6"COMPOSITE DECKING(TO BE SELECTED), TOP OF EXIST.FINISHED DWELLING e: i+= ?� o TOP OF EXIST. FINISHED DWELLING FIRST FLOOR 2'x 12'(ACO)DECK JOISTS 016'O.C. FIRST FLOOR USE Y x 12' ACQ DECK JOISTS 012'D.C. L EL +0'-Y FOR ELEVATION HEIGHT PACIFICO ENGINEERING,PE EL 10'-it"f FOR ELEVATION HEIGHT ( ( ) REFER TO EXISTING DWELLING PLANS UNDER FUTURE HOT TUB ABOVE-VERIFY WITH =E- 700 LAKELAND AVENUE,SUITE 2B 41 OWNER TO CONFIRM HOT TUB LOCATION NEW TOP OF PORTICO LANDING 00TOFP OF NEW 1st FL FINISHED WOOD DECKING- EL -0'-0'� BOHEMIA,NY T EL -11'-1" GRADE VARIESh 631-9BB-000D BOTTOM OF NEW 1st FL DECK HEADER NQ1E TT EL -12'-9• REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW NEW PAVER FLOOR FINISH,(TO BE SELECTED) FOUNDATION WORK. DO NOT USE THESE PLANS FOR I I OVER NEW CONCRETE SLAB b NEW(ACO)HEADER } NEW COMPOSITE FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES N NEW 10•�x((10'PERMACAST TO 13E SEUEC ))STRUCTURAL INSTALLED AS STEPS BEYOND I (,� NEW COLUMNSPER MANUFACTURERS SPECLICATIONS TO BEAR PACJfi�YC�'A ON NEW CONCRETE PIERS BELOW(TYPICAL). `?i (�_F O GRADE VARIES x, J * / REFER TO STRUCTURAL —I +•�" W ENGINEERS PLANS FOR NEW FOUNDATION SPECIFICATIONS J 0� --- ---------------- A 0--Ltssko P SIDEELEVATION PROFESSIONAL SEAL SCALE: 3/16" = l'—O" APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL CILIATE 11-23-18 , GENERAL NOTES: ELECTRICAL NOTES: (G) 1. THE ARCHITECT/ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE (E) 1. ELECTRICAL CONTRACTOR TO COORDINATE W/OWNER do OTHER TRADES. (C)34. IF PROPERTY IS IN WIND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALL SUPERVISION OF THIS PROJECT. (E 2 ALL ELECTRICAL WORK IS TO COMPLY WITH NEW YORK STATE, NATIONAL ELECTRICAL CODES, HAVE IMPACT RESISTANT GLASS AS PER (SECTION R301. 2 1. 2), (G) 2 IT IS THE RESPONSIBILITY OF' THE CONTRACTOR TO FILE FOR AND OBTAIN ALL AND NATIONAL FIRE PROTECTION ASSOCIATION. CONVENTIONAL OUTLETS TO BE 18' ABOVE FIN. (OR) D V G REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING FLOOR UNLESS OTHERWISE NOTED. PROVIDE WOOD STRUCTURAL PANELS OVER ALL GLAZED OPENINGS AS PER JURISDICTION OVER THIS PRO.ECT. (E) I PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE (SECTION R301. 2 1. 2), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE. (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHT'S AND WIRING SHALL BE U.L CERTIFIED WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH AND A CODE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE 2280 D DRIVE OF THIS PROJECT. (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC, TELEPHONE, ANTENNA AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND CABLE T.V. SERVICE WIRING AS REQUIRED. WITH GLAZING OPENING. PANELS SHALL BE SECURED WITH NO. 8 SCREWS AT 12 ' O.C. .,.._,; '� i- EXISTiNG CONDITIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE (E) 6. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS MINIMUM 1 Ile PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. I I 1 f n EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT OF CHAPTERS 34-43 2015 INTERNATIONAL RESIDENTIAL CODE (C) 35. ALL NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. PATE_-':,-•,a_I T f `I ,,F _�f�tt� '� U) /ENGINEER OF RECORD SO THAT CDRECTIVE STEPS CAN BE TAKEN. E 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. (C) 36. PROVIDE JAMB CUPS AS PER MANUFACTURES RESIDENTIAL CODE. AND MATTITUCK N r -,?�I,6�- G 5. THESE DRAWINGS DO NOT INIIUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. CONTRACTORS ( ) (SECTION R609.7) OF THE INTERNATIONAL RESDENIIAL CODE ( ) EQUIPPED WITH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. ' Fr.F'. •••- ,. `i-�- --a. z ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. FANS LOCATED IN WALLS TO LIE FLAT(A MAXIMUM 2' EXPOSURE), THOSE MOUNTED IN (C) 37. IF SOLID 2 X 4' MULLION IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS ��,, z.-� v -- .- O 6. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. ON ALL NEW WINDOWS (AS PER SECTION R609.8). _ f , , ,_ . P,CROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. i( ` " W�G� c7. OWNER/BUILDER RESPONSIBLE FOR All INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF PLUMBING & MECHANICAL NOTES: ALL STRUCTURAL STEEL TO BE A3s STEEL AND SHALL CONFORM TO aS.LM. SPECS. DO NOT PROCEED WITH OCCUPANCY OR COMPLETION, OR U.L APPROVAL EGRESS WINDOW NOTES: FRAMING UNTIE 8. ALL WORK SHALL BE GUARAIVT® FOR ONE YEAR AFTER C.O. IS ISSUED. (P) 1. PLUMBING CONTRACTOR TO COORDINAIID W/OWNER do OTHER TRADES. r` I rSURVEY OF FOUNDATION LOCATION °. ` r'' '�G� G9. OWNER IS RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. P 2 BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHLER OR EQUAL R310.2 - MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHAM HAS BEEN APPROVED. �,r, ' W - G. 1?�.J fJ 1 E 71' tiP�a` f^ I':.�.I''e �,] z (G) 10. NO CONSTRUCTION OR DEI�OLITiON SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE P 3. ALL PLUMBING WORK SHALL COMPLY TO THE INTERNATIONAL RESIDENTIAL CODE AN ALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET O OTHER APPLICABLE CODES, LAWS. RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 I-Lt =AL 1<^k"_`"~ �*+s+lrrs�� •,1 _,,,I BUILDING PERMIT. P PROVIDE ALL NECESSARY VENTILATION AIR INTAKE AND EXHAUST) AS INTERNATIONAL RESIDENTIAL CODE SQUARE FEET. C_ G 11. ALL LUMBER IS TO BE A MINIMUM OF DOUG FIR CONSTRUCTION Fb=1000 FOR REPETITIVE ( ) 4. ( ( ) AND EQUIPMENT MANUFACTURES SPECIFICATIONS. R310.21 - MINIMUM OPENING HEIGHT. THE MINIMUM NET OPENING HEIGHT SHALL BE 24 INCHES 4• `��'%'�'� - �'� ,'`' =.UC i I;,I T'��ST > MEMBERS WITH E = 1.4 OR BETTER. (G) 12 THE CONTRACTOR SHALL TN(E ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING (P) 5. HEATING AND AIR CONDITIONING REQUIREMENTS SHAM BE COORDINATED WITH THE R310.21 - MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 Er: r w RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. OWNER S H.V.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. INCHES. Psi I_ C':; ST�i'!..;+ _.', `;ri.-.'-.i. T;rl'T THE RET/„"J �TORf11�lATER RUNOFFFIE r U; t,I,_ ,r (G) 13. THE CONTRACTOR SHALL RODAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE (P) 6. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R310.22 - WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY All OF CHAPTERS 23-33 OF THE INTERNATIONAL RESIDENTIAL CODE. HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. !, S VM EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. YOFr �.r 9T . ice- r • , (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY. (P) 7. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS I ` i t. (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTiFlCAITON OF AND OF CHAPTERS 12-23 OF THE INTERNATIONAL RESIDENTIAL CODE PURSUANT TO CHAPTER 236 nr. ,�,! �; Cp;; ;iF;UCTI0'J I r-, 0r,S, w APPROVAL OF THE ARCHITECT/ENGINEER OF RECORD. (P) 8. FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TO�NN CODE. (G) 16. CONTRACTOR SHALL PROVIDE: THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN OF CHAPTER 24 OF THE INTERNATIONAL RESIDENTIAL CODE ALL WINDOWS TO BE SUPPLIED BY THE FOLLOWING MANUFACTURERS AS NOTED ON PLAN. Q ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. (P)9• THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE ALTERNATE SUPPLIER UPON CLIENT'S REQUEST CO-N"PLY WITH ALL CODES OF o (G) 17. ALL WALLS DESIGNATED TO 'BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE THE MODIFICATIONS AND/OR REPLACEMENT OF THE EXITING SYSTEM. ANDERSEN WINDOWS,INC VIEW YORK STATE & TOWN CODES (P)10. NO PLUMBING TO BE IN EXTERIOR WALLS. AS H EOU I R ED A z SURROUNDING AREAS MUST EIE SHORED AND BRACED PRIOR TO ANY REMOVAL 100 FOURTH AVENUE NORTH All exterior lighting � OF (G) 18. ALL DESIGNS/DRAWINGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL COMPONENTS / CLADDING / FINISH NOTES: BAYPORT, MN 55003-1096 AUTHORITIES. NO WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. installed, replaced oi" (C) 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, CONFORMS TO AA,MA/NWWDA 101/I.S. 2-97 repaired SOUTHOLDTO ; ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE PERMASHIELD WITH INSULATED GLASS, SCREENS AND LOCKS. SIZES AND TYPES AS SHOWN ON PLANS. P ed shall conforrn ABOVE MENTIONED AUTHORITIES. A� EXTERIOR DOORS 19"0 INSULATED FLOOR T AS MANUFACTURED BY BENCHMARK, STANLEY EQUAL OTHERWISE NOTED.SAFETY CLASS ALL WINDOWS ON � apter 172 G BOARD TO HAVE A R.O. OF 6'-10 1/2' TO BOTTOM OF HEADER UNLESS to ChSOU19Te',,, ..'►N (G) 19. CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY OR (C) 2 ALL UTILITY LINES IN AREA of NEVI FOUNDATION (CONSTRUCTION) AND SHALL USE HAND (C) 3. UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS.ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH SMOKE / CARBON MONOXIDE DETECTOR NOTES: of the Town Code SOUTHOLD TOWN TRUSTEES EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES INTEGRAL VAPOR BARRIER ON WARM SIDE .CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER SHALL BE INSTALLED AS PER THE 2015 INTETRNATION RESIDENTIAL CODE - SECTION R314. ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN C 4. R-VALUES ARE SHOWN ON DRAWINGS. ALL SMOKE DETECTORS TO BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED N.Y.S.DEC EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. �C) 5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD, COVER WITH ALUMINUM OR VINYL IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL EACH FLOOR (G) 20. ENGINEER AND CONSULTANT,; SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT (PROVIDE VENTILATION CONTINUOUS VENTILATION AT CATHEDRAL CEILINGS). LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR (C)6. CONSTRUCTION AS NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW SMOKE DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. 7RUSS��At PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, YORK STATE CONSTRUCTION OF THIS PROJECT. A UNE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL- OF _�,n.¢�OIN�F'ic-Q4lIFtE� SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER AND (C) 7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE THE DWELLING, INCLUDING A BASEMENT or CELLAR. CONSULTANTS SHALL NOT BE: RESPONSIBLE FOR THE CCNTRACTOR'S SCHEDULE OR FAILURE TO (C)8. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND J� CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL WEATHER-STRIPPED. NOT HAVE CONTROL OVER 01 CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, (C)9. ALL GAZING WITHIN 36' FROM THE TOP OF STAIRS AND LESS THAN 60' FROM WALKING SURFACE ALLR TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR ' ' '• l L A° I' L-- SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING TO HAVE SAFETY GAZING, AS PER SECTION R308.4. INIMUM F6 1000P.S.1. PORTIONS OF THE WORK. (C) 10. ALL GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND T GALVANIC CORROSION ALUMINUM AND COPPER SHALL I�0 BE IN DIRECTBloTyZ,e(G) 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, SHOWERS TO BE SAFETY GLAZING, AS PER SECTION R308.4. end�� dour CODE/ZONING DEFICIENCIES IND OR NON-COiNFORMING USAGE'S. (C) 11. ALL GLAZING (WINDOWS) WITHIN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, C EACH OTHER, TMS INCLUDES COPPER PRESSURE TREATED WOOD (ACG). / COPPER WOOD TREATMENTS. WHERE USED (IE PLATES and SILTS IN C1Lor " W(G) 22 THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEATING AND AS PER SECTION R308.4. TH GRADE) ALL FASTENERS MUST STAINLESS STEEL INCLUDING NAILS testisPLUMBIN&AND ELECTRICAL TO BECOME UNSAFE, INSANITARY OR OVER LOADED. C) 12. All CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. PRODUCT MUST BE SUBMITTED TO INSPECTOR AT JOB SITE (G) 23. THE CON ACTOR SHALL PROVIDE ALL REQUIRE) INSURANCE AND INSURANCE CERTIFICATES. C 13. PROVIDE 1 1/4' WOOD CLOTHES ROD IN ALL CLOSETS. � � �� W requjrct ' f LIJ;I,><;�,, 0_S:t 1FiCATION C,7 U > �r'�[`:�D CONTENT BEFORE z iY CONCRETE & STEEL NOTES: c 14. PROVIDE GUTTERS do LEADERS, GUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. Q �- C 15. EXTERIOR STEPS AND LANDING, IF 18' OR MORE ABOVE GRADE TO HAVE HANDRAILS ' -`l-IC,ATE OF OCCUPANCY �.. w 0 z (S) 1. ALL CONCRETE TO BE 3000 PSI. 28 DAY TEST and MUST HAVE 5 to 7% AIR-ENTRAINMENT AS PER (R �C� 16. ALL GYPSUM SHALL BE TAPED AND SPACKLED (3 COATS) READY FOR PAINT. 1/2 INCH SHEETROCK FOR CONTRACTOR TO VERIFY ALL EXISTING 402. 2). PROVIDE 5/8' DIAMETER x 12' LONG (7' PENETRATION INTO CONCRETE) with 3' SQ. FOOTINGS AND FOUNDATIONS PRIOR TO ;p J a� �� ars 30," DER USED li✓ V'lATER � w ALL WALLS k CEILINGS. 5/8 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS. 1/2 INCH M/R GREENBOARD Gantt W Q U WASHER/PLATES ANCHOR BOILTS SPACED A MAXIMUM OF 32 INCHES O.C. ANCHOR BOLTS SHALL ALSO and �•'' `"''�� BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. EXCEPTION: FOUNDATION FOR ALL BATHROOMS. THE START OF CONSTRUCTION. BRING ANY �T S G� L�NJ: I_� SYSTEM C,�N,.1�iOT LTJ � _ � (C) 17. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. NYSE Per "C o > 0 0- ~ AANNCHOORR SOMAS, SPACED ER RAS RE3.QUIRED TO PROVIDE ICARPORI SLABS, STEPEXPOSED TO THE DIAMETER WEATHER DISCREPANCIES TO THE AT1EN11ON OF THE nor do E��EED 2✓1 o OF i� LEAD. O w (C) 18. RATED PARTITIONS TO HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD DESIGN PROFESSIONAL �`Co w AND GARAGE FLOOR SLABS TO BE 350OPSI AS PER (R 402. 2).FOOTINGS TO BEAR ON VIRGIN SOIL PANEL JOINTS PROPERLY TAPE) AND SPACKLED, (3) COATS. J (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PARTITION TO BE SELF-CLOSING AND FIRE RATED HEATING A/C, AND PLUMBING U w 0 Q ISI 2 BOTTOM OF EXTERIOR FOOTINGS AND/OR GRADE BEAMS TO BE 3'-0' MINIMUM BELOW GRADE + � � � � AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION PLUMBING S 3. SOIL COMPACTION TO BE NO LESS THAN 95%MODIFIED PROCTOR TESL CONTRALTO TO FUROUT OR BOX OUT S 4. STEP FOOTINGS DOWN AS REQUIRED TO VIRGIN SOIL ON THE DOOR EDGE AS PER SECTION R302 WALLS AS NECESSARY TO RUN PIPES OR "' ' p' '-"'�"'r 'AAC3TC o C4 S 5. MAXIMUM STEP OF FOOTING; SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM (C)20. EXISTING PARTITIONS WITHIN FIRE RATE) ENCLOSURES TO RECEIVE ONE LAYER OF 5/8' TICK TYPE 'x' DUCTS. IF NEEDED DRILL AND NOTCH OF FOOTING ELEVATIONS CHANGE FlRECODE GYPSUM WALLBOARD PROPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, `, `TILED �S� 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. AND SPACKLED AS PER SECTION R302. STUDS AND PLATES AS PER SECTION 7S►Livia W>~Fnr�E COVERWG S 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. (C) 21. RATED CEILINGS TO HAVE ONE LAYER OF 5/e THICK TYPE'X' FIRECODE GYPSUM WALLBOARD PROPERLY R602. 6 TO R602. 6. 1 OF THE 2015 S 8. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL, PLUMBING, FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, AND SPACKLED AS PER SECTION R302 INTERNATIONAL RESIDENTIAL CODE. MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. (C) 22. ALL CLOSET INTERIORS BY OWNER. CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OWNER (S) 9. BACKFILL SHALL BE PLACED IN 12' LIFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. INSTALLED CLOSET INTERIOR. (S) 10. SLABS ON GRADE SHALL BE: MINIMUM 4' THICK 3000 PSI CONCRETE (INTERIOR) 3500 PSI CONCRETE (C) 23. PROVIDE 1/2' GYPSUM WALLBOARD AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT (EXTERIOR & GARAGE FLOORS) WITH 6'X6', 10/10 WELDED WIRE MESH. PROVIDE 6 MIL VAPOR BARRIER. UNLESS OTHERWISE NOTED. INSTALL'WONDERBOARD' BEHIND AND AROUND TUBS, TOILETS, VANITIES, Ta b I e R401.4.1 (S) 11. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. AND WASHER/DRYER AREA. (S) 12 PITCH GRADE AWAY FROM BUILDING, STORM WATER IS INOT PERMITTED TO FLOW ONTO (C)24. INSTALL OWNER SUPPLIED CERAMIC TiLE AT NEW BATHROOM FLOORS, 48' AT WALLS AND FULL HEIGHT T A B L E R 401.4.1 ABUTTING PROPERTIES. AROUND TUBS. TiLE AT FLOOR iG BE THIN SET ON 3/4' EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER LOAD-BEARING (S) 13. CONCRETE FOUNDATION WAILS TO BE POURED MONOLITHIC. NO HORIZOiNTAL JOINT'S SHALL BE PLACED SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. PRESSURE (S) IN WALI-S PROVIDE WITHOUACCESST E RITT��PROIN S OF ATTICS EEN9NEER OR ARCHITECT VENTS TO BE ORD. MUM 1 SQ. FT. (C)25. NEW INiERIOR WALL TO BE 1/2' GYPSUM WALLBOARD ON 2 x 4 FRAMING, 16' O.C. CLASS OF MATERIAL (pounds per sq. It.) ON UNDER FLOOR AREA AS PER SECTION RATTI (C)26. INSTALL NEW CONCEALED PULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER CRYSTALLINE BEDROCK 12,000 (S) 15. ALL WOOD SILLS IN CONTACT WITH SOIL, MASONRY, OR CONCRETE TO BE PRESSURE TREATED, 27. ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R905. 1. 1 UNDERILAYMENT APPLICATION. SEDIMENTARY and FOLIATED ROCK 4,000 AS PER SECTION R317 AND R318. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(17-PERCENT SLOPE), SANDY GRAVEL and/or GRAVEL(GW and GP) 3,000 (S) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER. PROVIDE PROTECTION OF WOOD and WOOD BASED UP TO FOUR UNITS VERTICAL IN 12 UNIT SHORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT SAND, SILTY SAND,CLAYEY SAND, SILTY PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM and 1/2' on SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH GRAVEL and CLAYEY GRAVEL 2000 SIDES and END AS PER R317. WIDE 483 MMISTRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, CLAY,S D OLAY, and LA APPLICANT (S) 17. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE EXCEPT SLAB AREAS SHALL BE ( ) SANDY CLAY, SILTY CLAY,CLAYEY ( ) FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARLING AT THE EAVE, APPLY 36-INCH-WIDE SILT and SANDY SILT 1,500 DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. (914 AND FASTESHEETS NED SUFFICIENTLY UNDERLAYMENT N TLEDTO OLD IN PLACE.PAIN DISTORTIONS IN THE UN 9 INCHES (48SHALLMM) (CL.ML MH, and CH) PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. 18. BEARING PLATES SHALL BE PROVIDED FOR STEEL RESTING ON MASONRY. TabIe R403.1 �S) S) 19. MINIMUM STEEL PROTECTION 3/4' FOR SLABS, 1' FOR INTERIOR FACE WALLS 1-1 2' FOR BEAMS AND NOT ICAL IN 12 UN THE ABILITY L THE SINGLES SEAL FOR ROOF SLOPES OF FOUR UNITS / � � VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL GIRDERS, 2' FOR COLUMNS AND EXTERIOR FACE OF WALLS 3' FOR FOOTINGS, PIERS AND PEDESTALS. BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE (S) 20. WELD BASE PLATE TO COLUMN, PROVIDE (4) 12' LONG 374' DIA. (A307) ANCHOR BOLTS. WELD PLATE TO FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED TABLE R 403.1 TOP OF COLUMN, PROVIDE (4) 3/4' DIA. (A325) BOLTS. STEEL FLITCH PLATE TO BE BOLTED WITH 5/8' DIA. d. b 16 BOLTS WITH WASHERS, 16' O.C. STAGGER TOP AND BOTTOM, (2) BOLTS 12- FROM EACH END. ALL NAILERS (C)28. ICE BARRIER. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE LOAD-BEARING VALUE OF SOI.(PSF) TO BE BOLTED WITH 1/2' DIA. GALV. THROUGH BOLTS WITH WASHERS 016. O.C. STAGGER TOP AND EAVES CAUSING A BACKUP OF WATER AS DESIGNETED IN TABLFR301. 2(1), AN ICE BARRIER THAT 1,500 2000 3,000 4,000 BOTTOM, PROVIDE BLOCKING AS NECESSARY. CONSIST OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A (S) 21. IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY BY A SOL TEST, A MINIMUM SOIL BEARING SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL CONVENTIONAL LIGHT FRAME CONSTRUCTION DANIEL BURKO DESIGN LLC 138 SOUTH 1ST STREET,SUITE 103 CAPACITY OF 2,000 LB. /SIG. FT. AS PER ( R401.4.1 )(CHAPTER 4 OF THE 2015 IRC UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE (EAVE) OF THE ROOF SURFACES TOA � 1-STatY 12 12 12 12 LINDENHURST,NY 11757 (S) 22 FOUNDATION WALLS TO TiE INTO EXISTING WALLS WITH 15 RODS AT 18 O.C. VERTICAL DRILLED DOWN AT POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2-STORY 15 12 12 12 (631)482-7858 45 DEGREES (AND GROUTED IN) INTO EXISTING FOUNDATION WALLS. RODS TO EXTEND INTO NEW AND (C) 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 2 8 FLASHINGS. FLASHING URKO@GMAILCOM EXISTING WALLS 8' MINIMUM. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED 3-STORY 23 t7 12 t2 (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS, SHALL IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S "CH BRICK WVM OVM LIGHT FRAME or a-NCH HKOW CONOTT MASORNY CONFORM TO LATEST A.I.S.C. SPECIFICATIONS. PRINTED INSTRUCTIONS. R905. 2 8. 1 BASE AND CAP FLASHING. BASE AND CAP t-STORY 12 12 12 12 STRUCTURAL ENGINEER (S) 24. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 P.S.I. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION (NON-COMPACT SECTIONS CESIGN FOR 22,000 P.S.I.). ALL OTHER SECTIONS DESIGN FOR 22,000 P.S.I. INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF 2- 16 12 12 (S) 25. ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 5/8 DIA. BOLTS (A325). SHOP CONNECTIONS TO MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING 3-STORY 32 24 is t2 BE BOLTED OR WELDED. WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET(3.76 KG/M2). CAP FLASHING 8-INCH SOLID or FULLY GROUTED MASONRY (S) 26. ALL WELDING SHALL CONFORM TO A.I.S.C. AND A.W.S. SPECIFICATIONS. SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) FRAMING NOTES: THICKNESS. R905. 2 8. 2 VALLEYS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE 1-STORY 16 t2 12 12 WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 2-STORY 29 21 12 (F) 1. ALL HEADERS TO BE SUPPORTED BY 4'X 4' POST'S UNLESS OTHERWISE NOTED. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 3-STORY 42 322 21 is �F) 2. (2) 2 x 8 HEADERS OVER OPENINGS UNLESS OTHERWISE NOTED. F) 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS do AROUND ALL OPENINGS, SUCH AS STAIRS A. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY AND SKYLIGHTS. DOUBLE JOIST UNDER ALL POSTS. LINING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CORROSION THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGENT ARE IN COMPLIANCE WiTH THE 2015 INTERNATIONAL PACIFICO ENGINEERING,PE (F) 4. ALL INTERIOR BEARING PAFLTI110NS TO BE SOLID BLOCKED AT MID SPAN OF WALL MINIMUM BEARING -RESISTANT METALS IN TABLE R905. 2 8. 2 RESIDENTIAL CODE, 2nd PRITNING AS ADOPTED BYNYS AND THE 2016 SUPPLEMENT AND AS PER (R 302.1.1) DESIGN CRITERIA and ARE DESIGNED IN ACCORDANCE 700 LAKELAND AVENUE,SUITE 2B FOR JOISTS TO BE 3 1/2' ON INTERIOR. B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF do PA) WOOD FRAME CONSTRUCTION MANUL FOR ONE AND TWO FAMILY DWELLINGS. BOHEMIA,NY (F) 5. FOR HEADERS OVER 5'-O' LONG USE DOUBLE JACK STUDS. COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. 631-988-0000 6. PROVIDE SOLID BRIDGING PDR WOOD JOISTS, MAX. 8'-D' O.C. T ��F) F7. ALL CAP PLATES TO BE DOUBLED, AND NAILED WITH 10D NAILS AT 12' O.C. THE BOTTOM LAYER SHALL BE 18 INCHES AND THE TOP LAYER A MINIMUM OF a1MAnc AND GEocRAPRec DESIGN cla A-(NAssu COUNTY) F 8. ALL WOOD FRAMING TO BE MINIMUM OF 8' ABOVE GRADE 36 INCHES WIDE IM DESIGN SUBJECT TO DAMAGE� , F 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2' X 4' SIDS IW 16' O.C. C.FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING GanSEISMICFROST 1RmTER RCE SHIELD COMPLYING WITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 SNIP �' TOPOGRAPHIC SPECIAL WIND �-WW DESIGN LINE DESIGN UNDERLAYMENT ROOD AIR�G MEAN MMAL F 10. PROVIDE SOLID BLOCKING LANDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL AND 2 ABOVE SHALL BE PERMITTED. SELF ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING LOAD EFFECTS` REGION' DEBRIS ZONE CATEGORY f WEATHERING DEPTH 7PATE• DNP• REWFIED HAZARDS' em TE►A" F 11. ALL SHEATHING SHALL BE 1/2' CDX EXTERIOR GRADE PLYWOOD, NAILED WITH 8d COMMON NAILS 0 6' O.C. WITH ASTM D 1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL 25 PT 130 MPH NO No NO 8 SEVERE 31sT MMAlE 20 YES MWING DEPT Ogg �QF NEW y T.B.D. AT PANEL EDGES AND ®INTERMEDIATE SUPPORTS IN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE (C) 30. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SIHINGLE ROOFS OVERLAP TO BEA QN PAC/,c� �•9 PROVIDE SCUD BLOCKING AT ALL SHEATHING EDGES. MINIMUM OF 2 INCHES (51 MM). EAVE DRIP EDGES SHALL EXTEND VER INCH O B A BELOW G.TO ESTABLISH ROOD HAZARD AREAS,EACH COMMUNITY REGULATED UNDER TITLE 19,PART 12D3 OF THE TWL COMPILATION OF CODES, RULES AND REGULATIONS OF �, C THE STATE OF NEW YORK (NYCRR)SHALL ADOPT A ROOD HAZARD MAP AND SUPPORTING DATA.THE FLO(D HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SPECIAL ROOD O (F) 12 ALL SUB-FLOORS TO BE 3/4' PLYWOOD NAILED WITH SD ®6' O.C. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY N THE ROOD INSURANCE STUDY FOR THE COMMUNITY, AS AMENDED OR REVISED WWTH: tt 13. ALL WALL CORNERS TO BE MIN. THREE STUDS NAILED WITH iOD NAILS AT 12 O.C. SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305MM) ON CENTER. A CRICKET�F) F) 14. BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPORTED EDGES OF PLYWOOD. OR SADDLE SHALL BE INSTALLED ON THE RIDGE SDE OF ANY CHIMNEY GREATER THAN 30 INCHES L THE ACCOMPANYING FLOOD 14 RANCE RATE MAP(FIM), W (F) 15. ALL NAILS, BOLTS, AND FRAMING HANGERS TO BE HOT DIPPED GALVANIZED. I-Rood BOLINDARY AM R000WAY MAP(FWM), AM 0 t F 16. ALLOW A MINIMUM OF 18' BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF Sam COAT WIDE CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS M.RELATED SUPPORTING DATA ALONG NTH ANY REVISIONS THERETO. OR PROVIDE 30 YEAR PRE33IRE TREATED LUMBER (ACO). ROOF COVERING. THE ADOPTED ROOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND (F) 17. PROVIDE DOUBLE HEADERS AT ALL FLOOR, CEILING, STAIR AND ROOF OPENINGS. ALL (C) 31. ALL NAILERS TO BE BOLTED WITH F DIA. (GALVANIZED AT EXTERIOR) THROUGH BOLTS WITH WASHERS DECLARED TO BE PART OF 1HS SECTION. �O 066182 ®16' O.0 STAGGER TOP AND BOTTOM, PROVIDE BLOCKING AS NECESSARY; PROVIDE FLASHING AT '�i9 HEADERS TO BE A MINIMUM OF (2) 2 x 6 UNLESS OTHERWISE NOTED ON PLANS. N. FESS (F) 18. FLOOR JOISTS SHALL BE aDUBLED BENEATH ALL PARALLEL PARTITIONS OR BLOCK ®16' O.C. TOP OF EXTERIOR NAILERS. THE GROUND SNOW LOADS 10 BE USED N DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN N FUOIRE R301.2(5)FOR SITES AT ELEVATIONS UP 10 1000 FEET.SIZES (C) 32. R905. 2 5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VAUEBY 2 PSF FOR EVERY 100 FEET (F) 19. STAIR TREADS SHALL BE 1 1/4' THICK CLEAR OAK, UNLESS OTHERWISE NOTED. STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH (267 MM) SHANK ABOVE 1000 FEET. PROFESSIONAL SEAL F 20. ALL STAIRS SHALL BE IN ACCORDANCE WITH (SECTION R311 and N.Y.S. 2016 SUPPLEMENT and R308.4.6). WITH A MINIMUM 3/8-INCH (9.5 MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE Climate zone b 4a APPLICATION NUMBER THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3 4 INCH 19.1 MM INTO THE ROOF SHEATHING. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN ----- F 21. DOUBLE ALL JOIST AROUND FLOOR, CEILING, AND ROOF OPENINGS, USE JOIST HANGERS. / ( ) 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2015 INC 309.1) F 22 ALL WOOD CONSTRUCTION CONNECTORS TO BE FROM SIMPSON STRONG-TiE OR EQUAL WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE FASTENERS SHALL SYTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOING F 23. ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED (IDG). PENETRATE THROUGH THE SHEATHING. FASTENERS SHALLCOMPLY WITH ASTM F 1667. DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2015 PC APPR 0) F 24. WALL CONSTRUCTION - WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C) 33. R905. 2 6 ATTACHMENT. ASPHALT SHINGLES SHAM HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED Also as Per 2015 IBC Chapter i6 section 1609 and ASCE 7 -wind exposure category and surface roughness a B.use C for Both JOB NUMBER loath snore and Fere Island. 2018 RESIDENTIAL SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF TOWN OF PAP IS VATHIN A HURRICANE PRONE REGION (F) 25. FLOOR CONSTRUCTION- WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (167 PERCENT), SPECIAL DATE 10-14-19 (F) 26. DRAFTSTOPPING SHALL BE PROVIDED AS PER R502-12 and R302.12 METHODS OF FASTENING ARE REQUIRED. FOOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH (F) 27. FIREBLOCKING SHALL BE PROVIDED AS PER R 502. 13, R602.8 and R302.11. OR HIGHER, SPECIAL METHODS OF FASTENING ARE REQUIRED SPECIAL FASTENING METHODS SHALL BE TESTED (F) 28. ROOF ASSEMBLIES- WFCM PRESCRIPTIVE METHOD IN ACCORDANCE WITH ASTM D 3161, CLASS F. ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABAL INDICATING COMPLIANCE WITH ASTM D 3161, CLASS F. 4X4 POST WITH POST CAP INTO 11_6. CORNER REINFORCEMENT 12"O.C. NOTES: LEGEND CONCRETE SONOTUBE - - - SAME SIZE AS OTHER REINFORCEMENT 1. ALL FLOOR BEAMS SHOWN SHALL BE SECURED WITH STAINLESS STEEL OR GALVANIZED METAL CONNECTOR BEAM SEATS APPROVED FOR MARINE USE EMBEDDED IN POURED CONCRETE PIPES. FOUNDATION FLOOD VENT-"SMARTVENT'DUAL FUNCTION MODEL (2)#5 DOWELS INTO FOOTING I I=III=III=III -I I MI MI 1=11 G�7� I-IILEI II- IIIA ' 2. ALL FRAMING MEMBERS SHOWN ON THIS PLAN SHALL BE PRESSURE TREATED LUMBER RATED FOR EXTERIOR UNLESS U///� #1540-510 OR SIMILAR INSTALLED 12"MAX.FROM FINISHED GRADE , OTHERWISE:NOTED. I I=I I I=I I I=III 111 I-I 1011 a I o 2'-6"x2'-6"x1'-4"P.C.PILE CAP 8'DIA CONCRETE SONOTUBE-_111-111- 1=1 IM ( '" 1 3. THIS PROJECT IS FOR CONSTRUCTING A NEW SUPPORT SYSTEM UNDER A PRE-MANUFACTURED HOUSE.ALL DIMENSIONS SHOWN r HELICAL PILE WITH REINFORCED CONCRETE I �-' WITH(3)#5 BARS EACH WAY ON THE PLAN ARE BASED ON MEASUREMENTS MANUFACTURER'S PLAN.ALL STRUCTURAL COMPONENT LOCATIONS AND SIZES I I PILE CAP-CAPACITY AS SHOWN ON PLAN I'I I=) I=I ( =I�I-) (- MUST BE VERIFIED BY THE CONTRACTOR.THE NEW STRUCTURAL COMPONENTS SPECIFIED MUST ALIGN PROPERLY WITH THE I I SEE PILE SCHEDULE FOR ADDITIONAL INFO. 7-0"x 2'-0'x 1'-0"P.C.FOOTING I=III- � EXISTING BIJILDING FOR FOUNDATION WALLS,GIRDERS,COLUMNS,ETC.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES L --J WITH(3)#5 BARS EACH WAY 1 i I ( III=1 P:1 (n IN THE FIELD CONDITIONS FROM THOSE SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS TO THE ENGINEER/ARCHITECT XX -I I=1 i i i z OF RECORD SO THAT CORRECTIVE STEPS CAN BE TAKEN. 4. HELICAL PILES TO BE INSTALLED BY PILE MANUFACTURER CERTIFIED INSTALLER. r- - v CORNER REINFORCING 5. MONITOR TORQUE DURING INSTALLATION AND KEEP LOGS AVAILABLE UPON REQUEST. /' W I jQ( I HELICAL PILE WITH 2'-6"X 2-6-REINFORCED CONCRETE PILE CAP WITH 6. PILE SUBSTITUTIONS WILL REQUIRE APPROVAL OF THE ENGINEER OF RECORD. I �( I 18"X 18"RENFORCED CONCRETE MSAONRY PIER. SECTION AT FOOTING/SONOTUBE/POST 1 1 r�^ 7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND DIRECTION OF FLOOR VENT. 1 -6 ' 't' ~ 8. IF GARAGE DOORS ARE INSTALLED PROVIDE FOUNDATION FLOOD VENT-"SMARTVENT"GARAGE DOOR VENT MODEL#1540-510 OR L- XX (TYP. FOR 2) r Uj SIMILAR IN EACH DOOR 12"MAX FROM GRADE. i r'' i' Z PROPOSED PILE.SEE PLAN FOR O = FLOOR FRAMING.SEE ARCH PLANS FOR SIZE AND DIRECTION U) L� APPROVED GALVANIZED -------- _______ ADDITIONAL INFORMATION - IFlood Vent Chart Location Area, SF Vent METAL EMBED ANCHOR FLOOR FRAMING. `D �, --�-- W qty = UNLESS NOTED OTHERWISE BY SIMPSON OR SIMILAR SEE ARCH PLANS U.N.O. SmartVent model 1540-510, utilized Crawl " ,_ Space 1260 sq. ft. 8 _ at 1 per 200 SF for flood venting and PROVIDE CONT.SILL SEALER --+ CORNER REINFORCEMENT 12 O.C. 2 6 W 1 per 177 SF for ventilation W Q &TERMITE SHIELD SAME SIZE AS OTHER REINFORCEMENT < p Basement 513 sq.ft. 3 a a UNDER A.C.Q.SILL o GIRDERS.SEE PILE CAP/PILE DETAIL z PLAN FOR SIZE ALTERNATE CONNECTION DETAIL CORNER REINFORCING M I I 1 I N 46'-0" -0" 10'-2" '-0" 10'-2" '-0" 10'-2" '-0lip e" 16'-0" FLOOR FRAMING(SEE ARCH PLANS). PROVIDE CONT.SILL SEALER 41'-0" &TERMITE SHIELD r- --I r-- -� r- -� r- -, r- -� FINISHED FLOOR 1 I NEW CONTINUOUS 2x12 (ACQ) BAND JOIST I NEW CONTINUOUS 2x12 (ACQ) BAND JOIST I NEW CONTINUOUS 2x12 (ACQ) BAND JOIST I I NEW CONTINUOUS 2x12 (ACQ) BAND JOIST I- _ __ _-___-- UNDER A.C.Q.SILL ' IL - -��- - ELEV.(SEE ARCH PLANS) _fi-�� - FOUNDATION WALL(2)#8 BARS 41'-0" I ANEW N1 75x7 25 LVL--� I EW �5 L 1 �� (2)3 NEW �5 LVt• � I1 I I I I I I I E1H 2 x12 (ACQ) CONTINUOUS TOP OF WALL L I - 12K - - -2K 41'-0" •- L-- -- J - -- J L_ I_J E I STRINGERS (TYPICAL) @ 41 0 r12K 41'-0" �12K N 1�K I I I I I I I I =1) SMART VENTS AS PER FLOOD • s " „ I o / DIA.ANCHOR BOLTS @ 39 O.0 a NEW 6' 6" OOD COLUMN, (TO o - - - - VENT NOTES AND FOUNDATION PLAN 174--NEW CONCRETE PAD MAX.PROVIDE MIN TWO PER SILL. BE SELECTED) INSTALLED AS PER ., Q I I I I I I I I I I '� FOR STEPS = TO BE INSTALLED NO MORE THAN 12"MIN FROM EA CORNER U) Q I MANUFAC RES SPECIFICATIONS TO o m I I I I I I I I I ,-: 1'ABOVE HIGHER OF INTERIOR OR z m o BEAR ON NEW HELICAL PILE WITH v Q ¢ Q o - - ;•- o EXTERIOR GRADE (1)#5 BAR @ 24"OC PILE CAP BEL W (TYP FOR 5). '�-1•- 1 1 -4-'I�' o Q N o PRO 0 ED: o� " I I I I I I I I I tb' _�_I I m I :I X2"EXPANSION JOINT MATERIAL W W N _I N N � N DECK ABOVE N ' N �_ __ _ _ 1 1 1 1 1 1 1 1 •I �- I•.�, r- -� PROVIDE COMPACTED FILL AS U 3 ® 3 ® ( 7- CL . HT. 3 ® 3 ®�.� IN r ) 3 I - -1----� -). - •' I 4"3500 PSI POURED CONCRETE REQUIRED TO RAISE GRADE W � �- � Z I ..:: .:.. ;"; , :: ;': =' ' �I, 1 33'-7" SLAB WITH 6"#10 W.W.M OVER 6" z p W Z I o ^ _ ' 33'-7" I I COMPACTED GRAVEL FILL 3 NEW 2 x 12 (ACQ) LED ER BOLTED WITH LQ - 32K L_ r' 32K 2 #5 DOWELS o x W LAG BOLTS ST E ED EVERY 16" O.C. Lu O U ZJ--I WITHJOIST RANGE A ALL CONNECTIONS s l E S - - _I I » EACH PILE CAPS . W W_ _L_J_ _L_J_ 29-1 _ _ _ - - FINISHED GRADE TYP. JW1Z r - - r _ NEW CONT1N�l0US 2x12 CO LEDGER r , r -- - 1 _ 1 I I oO TIE BEAM IF • #4 BAR LOOP @ 12"O.C. z W _ _ _ _ _ APPLICABLE °° - _ -�lii- 0 WA 29'-1" I 1 I 1 I I I I 1 I — - — 11 I I a z N F1__j _ J 10"WIDEx24"MIN.32K 32K r32K 32K 32K - - - I- I I- u W - - - �.: o REINFORCED 3500 PSI =1 I-_ i M 12"x12"TIE BEAM CONCRETE GRADE BEAM I� ° °' Z 3 F: o (4)#4 BAR CONTINUOUS I ° o I CA `D AND#3 LOOP AT 12"O.C. 2'-6"x2'-6"x1'-4"P.C.PILE CAP WITH LW 25-2 I i .t; (3)#5 BARS EACH WAY s - GRADE BEAM(2)#6 BARS CONTINUOUS TOP OF PILE CAP!BOT AT TOP&BOTTOM 32K OF GRADE BEAM MIN. NEW CONSTRUCTION BRACKET MINIMUM 6' �~' r- -� r- -� ELEV.-2'-0"BELOW GRADE TYPICAL U.N.O. ADDITIONAL INFORMATION IN CONCRETE CAP.SEE PLAN FOR SECURE EXTENSION BAR TO HELICAL PILE 21'-10" SHAFT WITH(2)3/"DIA GRADE 8(BOLT __J HELICAL L 32K L 32K EXTENSION BAR AS REQUIRED.SEE PLAN FOR ADDITIONAL ONAL WFORMATION.TLE.SEE PILE LE < .- _ _ FOR ADDITIONAL INFORMATION _ SECTION AT NEW FOUNDATION WALL GRADE N ^ N 111 "' LO ` PROPOSED: BEAM/PILE CAP AT FULL HEIGHT WALL 14'-7" 43j . 14'-7" 14'_7" 3,_0„ " UNEXCAVATED APPLICANT . r. 14'-7" 14'-7" -- (GARAGE CONCRETE SLAB ABOVE) _ '. �� 14'-7" _ _ i' _ _ FINISHED FLOOR r- -11--- -- r-- -- - - - MELEV.(SEE ARCH PLAN14'-7" FLOOR FRAMING.SEE ARCH PLANS NL----- L_____J » L -- _J L__ J + " _ _ _JQ 32K 32K 32K 14-7 32K 32K r32 14-7 32K 32K a a GIRDERS.SEE PLAN FOR SIZE � I I #4 BAR CONTINUOUS,4pl PROVIDE CONT.SILL SEALER _ " • &TERMITE SHIELD DANIEL BURKO DESIGN LLC C, o #3 BAR LOOP,12 O.0 I� ! O I UNDER A.C.Q.SILL 138 SOUTH 1ST STREET,SUITE 103 LINDENHURST,NY 11757 M o C ® 10"X 6"X 3/"GALVANIZED STEEL ANGLE (631)482-7858 44'-8" 33'-6" `D a a SECURED TO PIER WITH 8"LONG X%" DANIELBURKO@GMAILCOM DIAM ANCHOR BOLT&NUT.EMBED BOLT rb 7"MINIMUM INTO CONCRETE STRUCTURAL ENGINEER 1'-6"SQUARE OR ROUND COLUMN PERMISSIBLE.3500 PSI REINFORCED •w- POURED CONCRETE PIER WITH 4 #5 PROVIDE 112"EXPANSION JOINT MATERIAL BETWEEN GRADE BEAMS AND TIE BEAM BAR CONT.INTO GRADE BEAM ( ) i' FLOOR SLAB AT ENTIRE PERIMETER -`na- _ NEW 2 x 8 (ACQ) LEDGER BOLTED WITH LAG BOLTS STAGGERED E RY 16" O.C. REFER TO OVERHEAD DOOR !: MANUFACTURERS SPECIFICATION! FOR Y ' TIE BEAM IF #4 BAR LOOP @ 12"O.C. „ WITH JOIST HANGERS AT ALLrCON}JECTIONS _L_J_ -L_�_ 0" ADEQUATE CLEARANCE FOR MASONRY APPLICABLE ° 0 r- -, r r r r- -� DOOR OPENING AND FOR DROP)F TOP 1 I I I E CONTINUOUS 2x8 AC LEDGER I I I I I 1 PACIFICO ENGINEERING,PE REQUIRED 700 LAK LAND AVENUE SUITE 2B . I OF NEW FOUNDATION WALL AS - _ <_< _ E , •:I; .�, FOR NEW OVER HEAD DOOR BOHEMIA,NY t .�:.�, "� I + " 831-988-0000 L J D L--- --J L--- -- -- ---I I-+- - J I 1 2-0 . °a 32K 32K v a 32K 0" 32K I ORIGIN PILE Q NEW 6" X 6' WOOD COLUMN, (TO oo y 0 2�-0» i I I I ° " " BE SELECTED), INSTALLED AS PER x Q PROVIDE NEW 4"(MAX.)3,500 L_ _J L_ _J 2-6"x2-6 x1-4 P.C.PILE CAP WITH LOCATION 0,0 =o o MANUFACTURERS SPECIFICATIONS TO = N X N PSI CONC.SLAB WITH 6X6 VVWM, N 32K 32K NEW CONSTRUCTION BRACKET MINIMUM 6" (3)#5 BARS EACH WAY OF NEW), 5g"DIA.ANCHOR BOLTS BEAR ON NEW HELICAL PILE WITH M W ®, N o CONTROL JOINTS,AND 1/2 I ( MASONRY OPENING ) 10"WIDE 3,500 PSI REINFORCED IN CONCRETE CAP.SEE PLAN FORPAC/�c� �•Q TO BE 39"O.C.WITHIN N CIO PILE CAP BELOW (TYP FOR 3). Z o `�' EXPANSION JOINT MATERIAL ; = 11" 14+-3" 11" CONCRETE FOUNDATION WALL TO ADDITIONAL INFORMATION �'� � t- 12"OF CORNERS r ----� r ----, r---- ISOLATION JOINTS AT PILE °O o UNDERSIDE OF SILL PLATE,FRAMING TYPICAL FOR(6) I I " I ' " i i LOCATIONS OVER 6 MIL VAPOR 0 OR GIRDERS AS REQUIRED,WITH HELICAL PILE.SEE PILE SCHEDULE r� NEW 3 2 x10 HDR. I I NEW 3 2'x10 HDR. -� - -S-L- - BARRIER AND 6"GRAVEL FILL IN I • `` ) I 1 I 1 1 1 o TYPICAL 10 WIDE x 24 DEEP GRADE FOR ADDITIONAL INFORMATION. C7 2 I CRAWLSPACE TYP. `D BEAM WITH(2)#6 BAR CONTINUOUS my , L ---12K L----- 12K L-----2K TOP AND BOTTOM.COORDINATE TOP SECTION AT INTERIOR MASONRY PIER COLUMN/PILE CAP o 066 c' OF GRADE BEAMS WITH ,� A p� ARCHITECTURAL DRAWINGS.TYPICAL RCFessik N 26'-2" 11'-10" 7'-8- 16'-0" PROFESSIONAL SEAL APPLICATION NUMBER 61'-8" JOB NUMBER N 2018 RESIDENTIAL DATE OUNDATION PLAN 10-14-19 SCALE: 1/4" = 1'-0" C_2 Client: Sam DiMeglio BORING LOG Project: E18-146 Boring No. SB-i "--- -- ----- -- --- - - � ._ _____ ----- ----- ---- ----------- t3 ? Preliminary Helical Pile Capacity Calculations L Address: 2280 Deep Hole Drive,Mattituck,NY Pago: 1 of 1 l I Project Name: DiMegBo - , B ,---NC B060604P28 Dr ting Slart Date' 07/0212018 8:30 Suring Deptl,(10, 27.0 Project Number. -- - 11:µ D°SCkIPiION C'TY Dn'ru1U enc Dare: 07102120181.-45 Bering D,anetcr(in): 325 Project Address: 2280 Deep Hole Drive,, 1 - BRACKET T _ - - - --- p 'fine Corr"ry: Ephase= Sampi ry htethod(s}: Split Spoon Mattitudk,NY 11952 i r ! --- -- - Dn'Rng Malhod Direct Push DTW Dtslrg Drilling(ft): 4 0 a.. . ..............._.. .___ .,.._..., Z Date: Tue Dec 11201813:13:58 GMT-0600(CST) Q O Dri ting Ecuipe lorl C,eoprobe DTW Alter Drilling(R): _ _..-_-_,.-__--_.. ._____-... - __ D .SOIL BORING DATA � -- Water Level at 4 Feet REC]UIRE�LOADS(Allowabl®) _ Driller Carlos Hernandez Ground Suraacer Eley.(?t): Approximately 5-6R -- . ..---- - ! Boring ID: _ 1 Unit Friction Required Compression Load: 32 kips .SOin[1 cm] ' Logged By: Albert Kim Location(X.Yr -72.509444,40.987222 ! Cohesion i U) Depth Son TypeHelicalPile Diagram)weigh (psi Angie Ragulrad Tension Load: 0 Ides z caLLrcT (ft) (pd) (degrees) Required Lateral Load: 0 lips,0 R eccentric > o 1 �__-___=______� 0 Lu z� g _ -- 19 SAND I 102.8 0 31.96 � W J - -- - -- ------ - - --- ---- _ 2.47in bcmrn 20 SAND 102.8 0 31.96 HELICAL PILE CONFiGURATiON � �.' Y ct�' � ra c ©.° SOIL'ROCK VISUAL DESCR'PTION REMARKS IL W o a o ` 21 SAND 102.8 0 31.96 2.875'O.D.Pipe(1).276'wain 1 r F z extension shag to a depth of 44.5 feet,followed ° 22 SAND ! 932 0 28.24 23 SAND 932 0 28.24 by a 2875'O.D.Pipe(0.276'wall) 0 lead shaft to a depth of 50 feet with a batter - - 0 24 SAND I 932 0 28.24 : . 1 1.c . (lr)S LT(".t_);sort.mast,dank t ro-n angle of 4 degrees. The pre IS tatftxed t0 the _ i 2 25 SAND i 932 0 28.24 structure using a NCB060604P28 bracket. 326 SAND 932 0 28.24 - -- 5 Heft 6: None c Q _ ! Groundwater 27 SAND 932 0 28.24 i I c O _ Halloo 5: None Z npprobTa ety 4-5 ft below grade i s r around 10 am(low tide-9'30 am) s 28 SAND 932 0 28.24 Helix d:_14 Inches located at 41 feet SS 10:10 5 1.00 -0 (51%Vel-graded SAND(SW}: tan-broom 29 SAND i 932 0 28.24 _Henx 3:�14 inches_ loceted at 44.5 fleet $ 30 SAND I 932 0 28.24 Helix 2: 12 inches located at 47.5 feet 31 SAND ! 932 0 28.24 Helix 1: 10 inches located at 50 foot 32 SAND 932 0 28.24 10 i10 33 SAND 932 0 2824 SAFETY FACTORS APPLIED -S 11'33 1 0 EO 2 (10')Pordy cmdr.d SA%t)(SP),wrykr,-,-.,sahurnted, Compression: 2 Tenslon: 2 34 SAND 932 0 28.24 1 Tan i Lateral: 2 Budding: 2 1 35 SAND 932 0 28.24 --t- INSTALLATION CONCEPT OF PIPE CAP DETAIL E 36 SAND 932 0 28.24 „�, t f ,!i , � e l - -- - - - - - --- - -- - CALCULATION RESULTS----- I 111 4I I 6.00i n[Isom] ,.'M4 1 e.0 1s 37 SAND 932 0 28.24Ultimate Beating Cap-774 adty (15')Poorly grade-d SA%D(SP).very kxrse.sa'uralcC. 38 SAND 93.2 0 28.24 ND .,'r _ ►' r 64.1 kips > 641dps PAS tc> -�- 7 Tan 39 SA932 0 2824 e Ultimate Tension CapadtY: NOTES: a 8 (16 51 Lean CLAY(CLk medium plaslcity,medium 40 SAND { 932 0 28.24 7 stil',r,cist.Or2r9c 41 SAND 932 0 2824 60.7 kips > O lips PASS (1T)Poorly gradadSAND(SP);loose,wet, - Mechanlcal Compression Capacity of Shaft: 1. GALVANIZED MATERIAL PER ASTM A123. FOR BLACK ADD SUFFIX"U"AFTER THE CAT. NO, Tan-Orwrlp 20 42 SAND 932 0 28.24 20 01.14 2 0910 1e ; 90 kips > 64 kips PASS $ (70')Silty SANS(SM):some s!'t,loose,wet,Tan i. 43 SAND 932 0 28.24 Mechanical Tension CapacOf Shaft: 2. MATERIAL SPECIFICATION' Z t3 (235")Wel-gra3rdSAND(SW);loose-saturated, 44 SAND �__ 932 0 28.24 kips > Okips PASS TOP PLATE- PER ASTM A-36 6 Tan 45 SAND c- 932 0 28.24 Required Depth for Lateral Gapadty CASTING-STEEL, PER ASTM A95$, SC 1045 GRADE 40/80. _ I (2t.5')?"Ve'I-gra35aGRAVELwrhsa•d(GLS;acme ' r + ftrtp-rra^�g-aina 1 g-ayPl, mAdktm•cctarse 46 SAND ' 932 0 28.24 50 feet > 0 feet PASS 6.00in[1 SCm] 3. RATING: I [L, W W 2$ sand,loose,sanr}t�.Tan ' 47 SAND 932 0 28.24 Bing Strength for Lateral Capeptc FOR P28 PIPE PILES, 2.875"O.D.SCH.40 IS RATED AT A MAXIMUM COMPRESSION U � Dl-45 2 0 90 4 r ..- 2 (25*)Silt/SAND(Sr-1) mostly fimne•n-eC!ugrained 48 SAND ` " 93.2 0 28.24 4.8 ft-kips > 0 ft4 dps PASS LOAD OF 60 KIPS [266 kN] (30 KIPS [133 kN] ALLOWABLE) _ �pF a r ,r W 1' 2 sand.i toe silt•larme.saturated.Tan brown 49 SAND I- 93.2 0 28.24 FOR P28H PIPE PILES, 2.875'O.D.SCH 80 IS RATED AT A MAXIMUM COMPRESSION - -- ». - - - ❑ ❑ Z i Budding Strength: _ - t (25 51 -_T. LOAD OF 72 KIPS 1320 kN] (36 KIPS [160 kN] ALLOWABLE). NCB060604P28 Z J Y 50 SAND -- 932 0 28.24 1,, � � t ffnP-rY+a�ca g•airn�d g•aVA',soma,xxsarst,sand,IAAa9. .p �_ 9010 s > 64 PASS THIS RATING iS VALID ONLY IF THE PIER CAP DETAIL HAS BEEN DESIGNEDh,,.: --..-.... . _.__ .._. _. _. .._ . ,_._..., .._.-. .._. .__.- ......_.___.. W O U sacurate9.Tall -30 51 SAND 93.2 0 28.24 - Torque Capacthr(based on Kt=9): TO ENSURE ADEQUATE LOAD TRANSFER FROM REINFORCED CONCRETE -L .: [ " : SHEET 1 1 OF 1 W W _ (26 5O Wol-Ora 1141 GRA`EL Mil sa-d(GW,acme This helical ilecorrfi uratlon is basedonInd standard 8Q00 Robs > 7100 Robs PASS A FOUNDATION TO SCREW PIER,AND IN ACCORDANCE WITH EXISTING A W O W fine-cc�a (1 aiieeCavet,somerPdium-roarsP p g Industry LOCAL CODE REQUIREMENTS AND/OR ESTABLISHED LOCAL PRACTICES. J W - sand.loose.saturated Tan design methodologies. If your project requires ICC-ES AC 358 CATALOG NUMBERS _ Bt�if�'irZc,�Sol_dl=o;T_ncf�ti_or�s NEW CONSTRUCTION BRACKET w ❑ (v)Banngtemunated evaluated product,please contact MacLean Dixie at Item I>eskxiptlon ID# Qty 4. HARDWARE: HEX HEAD BOLT WITH JAM NUT. FOR P28 & P28H PIPE PILES C7 � Bracket Ness 27 All information contained in this disclosure whether patentable or N wwW.madeandbde.c om. Prior to final pre design,preliminary - _____ _..-_ ___- P Z N 35 35 Exttxtasi0n Shaft P28HE 4 __218_ otherwise comprises proprietary information of MacLean Dixie, LLC. tests,conducted t+lAth the proposed pile cordlguratTon,are Extenrsion Shaft w/_hero P mimsi4m 27 and its unauthorized use or publication without the express written LA-L: W NOTES: Lead Shag P28H84S109214- consent of MacLean Dixie, LLC. is strictly prohbited z ¢7r nY: CRL i 1/6/12 E Prepared By.- MF gencratf--d using Lvg1LOsy corn 8 7 6 5 4 3 2 ) 8 7 1 6 S 4 3 I 2 ) B P28HE64 B P28H84S101214 NOTES: TORQUE STRENGTH RATING OF 9,000 FT-LB [12,200 Nm] NOTES_ : TORQUE STRENGTH RATING OF 9,000 FT-LB [12,200 Nm] ULTIMATE COMPRESSION CAPACITY- 72 KIPS [320,000 N] WITH A -- ULTIMATE COMPRESSION CAPACITY- 72 KIPS [320,000 N] WITH A 1. FINISH - HOT DIP GALV. PER ASTM A]23 OR BLACK BY TORQUE FACTOR (Kt)=8 1.FINISH - HOT DIP GALV. PER ASTM A123 OR BLACK BY TORQUE FACTOR (Kt)=8 ADDING SUFFIX"U"AFTER CAT. NO. SINGLE 12"HELIX ULTIMATE STRENGTH-40 KIPS [178,000 N], 3/8"THICK ADDING SUFFIX"U"AFTER CAT. NO. ULTIMATE TENSION STRENGTH - 100 KIPS (445,000 N) ER D ULTIMATE TENSION STRENGTH- 100 KIPS [445,000 N] 2. PIPE MATERIAL-2.875" O.D.X 0.276"WALL, SCHEDULE 80 PER D 0 2 OD ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [34,000 kN%q m] YIELD STRENGTH. ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [345,000 kN/sq.m] YEILD STRENGTH. 3."STRENGTH SQUARE"COUPLING- CAST STEEL PER ASTM A958. SC1045 3. "STRENGTH SQUARE COUPLING- CAST STEEL PER ASTM A958. SC1045 APPLICANT OR EQUAL WITH 40 KSI [276,000 kN/sq.m] YIELD -7 - o OR EQUAL WITH 40 KSI [276,000 kN/sq.m] YEILD AND 80 KSI 1552,000 kN/sq.m] ULTIMATE STRENGTH MINIMUM. , AND 80 KSI [552,000 kN/sq.m] ULTIMATE STRENGTH MINIMUM. d 4. COUPLING BOLTS:3/4" DIAMETER X 3" LONG HEX HEAD PER 14in [36cm! °; r 4. HELIX MATERIAL-HOT ROLLED CARBON STEEL PER ASTM A1018 ASTM A325 AND 3/4"HEX JAM NUTS PER ASTM A563. OR EQUAL WITH 55 KSI [379,000 kN/sq.m) MINIMUM YIELD STRENGTH. 5. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE 01.1 5. COUPLING BOLTS: 3/4" DIAMETER X 3"LONG HEX HEAD PER db ASTM A325 AND 3/4"HEX JAM NUTS PER ASTM A563. 6. ALL MATERIAL IS MANUFACTURED AS PER [CC-ES, AC10 ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS. 85in[216cm] \-141n [36cm] HELIX 6. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X THE LOWER DIA. DANIEL BURKO DESIGN LLC 138 SOUTH 1ST STREET,SUITE 103 c c c ; 7. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE D1.1 C uNDENHURST,NY11757 l (631)482-7858 36in 191 cm. -,� '.�T 8. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, ACiD DANIELBURKO@GMAILCOM ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS. A A T STRUCTURAL ENGINEER 62.00in Ill 57cm] 58.$4in['11 A A 84in_213cm] , �-12in [30cm] HELIX B e 30in[76cm] ` B PACIFICO ENGINEERING,PE 700 tAKELAND AVENUE,SUITE 2B IiBOHEMIA,NY j .375in i cm, 631-988-0000 1 13 L-10in [25cm] HELIX pF NEGy -- ��P��QN PAciFi 0 -------- -----"--- - ------ - ------"'�Gp:r. r, H-.fi':L.1 .,FF9....K.i- - : 02.875in[7cm] .276in[1 cm] _ P28HE64 * O QS2.88in(7cm. - --- - - P H 4S10121 ts "' .. 1f .I r.•- ,I:,,. . /- cm] SHEET I 1 OF 1 - [ p-f . .� SHEET 1 1 OF 1 2 , Bi)ildinq SoHo' F,o-I.Indotions P28H 2.875�� O.D. 8uif-i�tg Sot d F`6!rid tici�s oAROFESSIONP�� SECTION A-A I ! - - P28H 2.875 O.D. sch80 EXTENSION sch80 LEAD PROF LSEAL SCALE 1 : 4 All information contained in this disclosure whether patentable or SECTION A-A All information contained in this disclosure whether patentable or APPLICATION NUMBER otherwise comprises proprietary,information of MacLean Dixie, LLC. SCALE 1 : 4 otherwise comprises proprietary information of MacLean Dixie, LLC. and its unauthorized use or publication without the express written DLJ` and its unauthorized use or publication without the express written CA-L: consent of MacLean Dixie, LLC.is strictly prohibited r;�"' RY: ( CRL 8/9/11 consent of MacLean Dixie, LLC. is strictly prohibited CRL 8/12/11 JOB NUMBER 8 7 6 s d 3 2 i 8 7 6 5 4 J 2 2018 RESIDENTIAL DATE 10-14-19 i A B A B A7 A7 A7 A7 61'-8' 26'-1' 45-8' 16'-0' 8'-0' 8'-0' 6' 18'-7' 6 9'-2' 6'-10' LINE OF DECK ABOVE / NEW CONTINUOUS 2x12(ACQ)BAND JOIST ``^^ N O0 Lu f B 1j Z W ON AL Z) V C ep VJ O + — Ow x• x• + \ N ————— Y i !— X s •— ———— N N O pt N Q Z Zii V_ Zi F O NEW(2)1.75 x 9.5 LVL HDR. I NEW(2)1.75 X 11.25 LVL HDR. � N W x N W > 3o•x8o' I 30'XBT w • -------------------------- I ;^ Z OVIDE NLIN LANDNG AND 1A r z z o STEPS DOWN TO GARAGE FLOOR AS REQUIRED. i � •i� I LNEO 3/4•PLYWOOD SUB-FLOOR p 36'HIGH HANDRAIL SECURED TO NEW 2'x12•FLOOR NOTIFY ARCHITECT/DESIGN BISTS0 IAT MID-SPANS x cs N C5 NOTE NOTIFY ARCHITECT/DESIGN 3' 0' iv WITH SPINDLES SPACED ��-- d0 MAXIMUM 4' APART TO CODE r,o c •�- F"' D�UBLE UP ALL FRAMING UNDER o o DOUBLE UP ALL FRAMING UNDER (TO BE SELECTED �" Q PROFESSIONAL IMMEDIATELY OF ( REFEfR TO ORIGINAL BP/FOR PROFESSIONAL IMMEDIATELY ANY DISCREPANCIES WITH THE EW PARALLEL PARTITIONS AND '7 ar o ORIGINAL CONSTRUCTION NEW PARALLEL PARTITIONS AND < cl / I ANY ��WITH THE NEW,��, � STORAGE LOFT � I LOCATION OF ALL PREDETERMINED NEW WOOD POSTS. POINT' OF ALL PREDETERMINED PROVIDE SOA BLOCKING v ABOVE O PROVIDE saA BLOCKING PONT LOADS AND PROVIDE UNDER ALL WOOD POSTS CONTINUOUS STRUCTURAL SUPPORT POINT LOADS AND PROVIDE N� PROVIDE CONT BLOCKING UNDER PROPOSED: DWNTOCONTINUOUS STRUCTURAL AL SUPPORT < I Dowty TO FOUNDATION.ANY UNFINISHED I UNDER ALL WOOD�� x��+! 7-2't aG.HL) Z UNFORESEEN PONT LOADS ARE lO LOAD BEARING WALLS UNFORESEEN PONT LOADS ARE TO PROVIDE CONT WALLS NG UNDER z<I (FLAT CEILING) LOAD BEARING WALLS � ATTIC STORAGE I BE BROUGHT TO THE ATTENTION OF NEW(2 1.75 X 11.25 LVL HEADER FOR STORAGE LOFT I BE BROUGHT TO THE ATTENTION OF ,, (8-O't CLG.HT.) THE ARCHITECT OF RECORD. ANY INCONSISTENCIES DISCOVERED - NEW(2) X 11.25 LVL HEADER FOR 2ND FLOOR I THE ARCHITECT OF RECORD. AAFFTYERNDEMOLITENq�O�DISCOVERED (FLAT CELING) BE r AFTER DEMOLITION ARE TO BE UNE OF STORAGE LOFT ABOVE ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO I ELECTRICAL TO COMPLY WITH BROUGHT TO THE AT01M TO PROPOSED: N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE NEW 3 1.75 X 11_875 CA HEADER - Lc INSTALLED LIGHTING FlxTUREs To BE AMENDED ACCORDINGLY. LIGHTING THE LAMPS IN TINGPERFIXTURE ARCHITECTURAL1D 8E AMENDED ACCORDINGLY.DOCUMENTS ARE GARAGE i I RIGHTING RENCY LAMPS SHA HIOH-FFFIq CYEN (FLAT CEILING)LAMPS % SHALL BE I N d EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN I EXIST.AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN LNEIF(2)LAYERS OF 5/8'TYPE lePw I WITH R3113 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF WITH R311.7 OF THE 2015 IBC STAIRWELL RUMINATION AS PER ANY DISCREPANCIES WITH SIZE �; � ,iy PROFESSIONAL CIES NTH O= WA S AND CEI I N GARAGE I+ STAIRWELL RUMINATION AS PER ANY DISCREPANCIES rani SIZE WALLS AND CEILING WITH JOINTS f f ,� 'm R303.7 AND R311.7.9 AND LOCATIONS OF EIOSTING STAGGERED VERTICALLY j 'Q R303.7 AND R311.7.9 AND LOCATIONS OF E10511NG FWNOATIONS,GIRDERS,COUIMNS, HANDRAILS 10 COMPLY WITH FOUNDATIONS,GIRDERS,COLUMNS NEW 2 1.75 X 14 LVL RIDGE o�<,_- "� HANDRAILS 1D COMPLY WITH N M R311.7.8-R311.7.8.4 POSTS,HEADERS,FRAMING SIZE - it �» R311.7.8-R311.7.8.4 POSTS,HEADERS FRAMING SIZE _ NEW 4 1.75 X 11.25 LVL HEADER _ AND DIRECTIONS. AND DIRECTIONS. I SU COMPLY HVAC SYSTEM TO COMPLY WITH HVAC SYS 1W�� < I 2016 NYS SUPPLEMENT C-104.26.1 I 2016 NYS SUPPLEMENT C-104.26.1�I I MOIL NOTE THE BUILDING THERMAL ENVELOPE REFER TO STRUCTURAL ENGINEERS I THE BUILDING THERMAL ENVELOPE REFE3= PLANS FOR ALL NEW FOUNDATION SHALL BE CONSTRUCTED TO LIMIT PLANS FOR TO��ENGINEERS z� I SHALL K CONSTRUCTED TO UNIT WORK. DO NOT USE THESE PLANS I •o� AIR LEAKAGE N ACCORDANCE WITH WORK DO NOT USE THESE PLANS ALL NEW FOUNDATION W AIR LEAKAGE E ACCORDANCE WITH _ __ THE REQUIREMENTS OF SECTIONS ———— I o CONSTRUCTION PURPOSESs I FOR FOUNDATION REFERENCE OR _ _ _ i P:�A7maF HOUR FIRE RATED STEEL MINIMUM � o N11024.1 THROUGH N11O24.5 CONSTRUCTION PURPOSES. NEO 2'x 1Y t£DGER LVID ON FLAT I THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OROSING DOORN11024.1 THROUGH N11024.5 --PROVIDE NEW LANDING AND I v, i I x�o I I FLOOR STEPS�s REQUIRED WN TO Acs N I z W > I Z } I o 36'HIGH HANDRAIL I ^^ W 0 Z I c NTH SPINDLES SPACED IN, 1..1. w x d NEW 2 2 X Il - _ s_ Q FOR G1 AND R.R I - - - I I I I I I I I I ; N (TOOMBE SELECCTTEEDDr)�caoE i i _. w J U I I N I i I I I I NSTALUED AS PER MANUFACTURERS SPECIFICATIONS I I LINE of NEW EXTERIOR I I .f NEW 6'x 6'WOOD COLUMNS TO BE SELECTED). I I I I I O 2X10 L RR r `�i'� I I I I N I NEW COMPOSITE FLOOR FINISH, TO BEAR ON NEW CONCRETE FOUNDATION BELOW I WALLS ABOVE 1 I 0 w '" wlnH 5/s'LAG Bats },.�Ed,� 'cY?+1?. I I NEN 2 Yx12•HDR. I i (TO eE SELECTED) ( )• I I L -__---�--- J 1 O --I W 1- NEW ' '� 2 I --------- I LL Wo - ------- -��- ------- `r --- -- -- 11 �, 3 --------------- - I I I opo p 2z4CT N __ -------- — N L -- I 1!W 2 1.75 X 11.875 LVL HDR � N I iV 016 C `--- -------- --._I ( �FRONT PORCH , - - - - s NEW 0%9 HEM GARAGE DOOR LIPPER 1 OF R=R — E2, R�- f 'r ( a - CIG.HT ) N — � 4-6 4-6 e I ( FIAT CFAILLA) z � � �o � (ill ff CUED) 8'-0' N 3'-7' 8'-it" 3'-7' 2 x�6 RR 2 x 6 RR NEIN(�Yx10'HDR. NEW )2'x10'HDR. 016 0. 016 0. dT 0 Rug 3 z L- J-- -- -- 4' 7' 6'-0' 2ND FLOOR PLAN 24'-4• SCALE: 3/16" = 1'-0" r 1ST FLOOR PLAN SCALE: 3/16" = 1'—O" APPLICANT DANIEL BURKO DESIGN LLC 138 SOUTH 1ST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DANIELBURKO@GMAILCOM STRUCTURAL ENGINEER PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 ��()If NE�'Y �pN PAc, p�� r „ X SUM � e Lu t. r 2 066182 9�FESSIONP PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 10-14-19 ALL SIDE MALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY 8905.2.8.3 AND BE CONTINUOUS OR STEP Z FLASHING SHALL NOT I LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION 86023(5) 0 LAM CHES HEIGHT X 4 INCHES IN WIDTH ALL NEM WINDOWS TO BE ANDERSEN EGRESS WINDOWS TO COMPLY WITH 2015 BC R310. 0 w LOW E4'SMART SUN'SIMULATED COR-A-VENT RIDGE VENT TOP OF NEW RIDGE \ U) EL +16'-8' 30 YR. ARCHITECTURAL ROOF -- SHINGLES(COLOR BY OWNER) Z 0 PROVIDE METAL FLASHING AT (0 _ ALL ROOF INTERSECTIONS > EW VINYL TRIM(COLOR: BY OWNER) NEW CONT VENTED VINYL SOFFIT TOP OF NEW GARAGE ATTIC FLOOR PLATE %o W "— - - - EL +8'-0• - To F_ VINYL CORNER TRIM(COLOR BY OWNER)❑ Q❑ ❑0❑ / STYLE BY SIDING(COLOR k STBY OWNER) CsmTo ^ Z I FF. I I EW VINYL TRIM(COLOR: BY OWNER) 00 1 OOR-A-VENT RIDGE VENT - - —— _ — e+ ANEW TOP OF RIDGE_ _ _ 12 30 YR. ARCHITECTURAL ROOF NEW DONT.VENTED VINYL SOFFIT 1 SEL 11`-9 t— SHINGLES(COLOR BY OWNER) 0) ALL FRAMING COMPILES NTH SECTION R6O23(5) '^�METAL FLASHING AT �- —' TOP OF NEW GARAGE ATTIC SUB-FLOOR —ALL ROOF _ TO ALIGN WITH DWELLING_EXISTING� N O 9±_ - ALL ROOF INIERSEC110NS EL +p--O-`r N 'SNE—W BOTTOM OF PORTICO HEADER D 9-5 t ETM VINYL TRIM COLOR: BY OWNER ADJUST HEIGHT AS REQUIRED TO -= ALIGN NEW F AND GUTTERS =_ = ( ) TOP OF NEW GARAGE FIRST FLOOR PLATE_� WITH DWELLING FASCIA/SOFFIT/GUTTERS =- WITH DOSIIN REQUIRED, NEW CONT VINYL SOFFIT _ -= `- VINYL SIDING(COLOR Mr STYLE BY OWNER) N NEW 6'x 6' OLUMNS, BE SELECTED), TO BBEARR TE SPECIFICATIONS ® VINYL CORNER TRIM(COLOR BY OWNER) Co TO BEAR ON CRETE PI BELOW •.- 1 LUAi b, (TYPICAL). o _= TOP OF EXIST. FINISHED DWELLING -- - - FIRST FLOOR _ NEW IOOR FINISH, _ -q EL+0'-2" FOR ELEVATION HL]GHT _ (TO BE SF1E _ _ ®®®®®®® TOP OF EXIST. FINISHED DWELLING FIRST FLOOR NEW TOP OF PORTICO LANDING =-` _ _ _ = - =- Q -10-11'1 FOR ELEVATION HEIGHT SEL-0'-0 REFER TO EXISTING DWEWNG PLANS - - - - I GRADE VARIES _ - ®® 1 •x g ®® TOP OF NEW GARAGE FOUNDA11ON WALL Y I FOR ELEVATION HEIGHT`r I v, W W SMUIUKAL�Qg�I N LAN z V REF17t TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW I I I I ( I _ GRADE VARIES 4$ O Z } FOUNDATION WORK. DO NOT USE THESE PIANS FOR I ( - —Y W Z --- -- FOUNDATION RffE11alCEORCONSTRUCTION PURP05ES I I --- I I ------------------- � � -------------- I F Q W ------------- ---=a=-------------------�_--------------� Q Y > Co FRONT ELEVATION w 0 a '= -� W SCALE: 3/16" = 1'-0" W W o < pD N (V CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY ALL SIDE WALL FLASHING TO COMPLY WITH R905.2.8.3 AND BE CONTINUOUS OR STEP I ALL FRAMING COMPLIES WITH SECTION R6023(5) FLASHING SHALL NOT INCHES IN HEIGHT X 4BNTHAN 4 WIDTH EGRESS WINDOWS TO COMPLY WITH 2015 BC 8310. NEW COR-A-VNT RIDGE VENALL NEW WINDOWS TO BE ANDERSEN STOP OF NEW 4DGE T LOW E4'SMART SUN'SIMUULTED NEW 30 YR ARCHITECTURAL ROOF SHINGLES(COLOR BY OWNER) CDI NEW VINYL TRIM(COLOR: BY OWNER) — NEW T.VENTED VINYL SOFFIT APPLICANT ro TOP OF NEW GARAGE ATTIC FLOOR PLATE I _ _ Thni-flow 43% EL +8 0 Legacy, NEW VINYL OOM TRIM(COLOR BY OWNER 2'x 12'(ACO)DECK JOISTS O 16'O.0 NEW VINYL SIDING(COLOR do STALE BY OWNER) c 1 1A TOP OF 2nd FL HANDR �— NEW �HIGH HANDRAti WITH TOP OF NEW GARAGE ATTIC SUB-FLOOR DANIEL BURKO DESIGN LLC XNMUM V APART TO ALIGN WITH DWELLING EXISTING o 138 SOUTH 1ST STREET,SUITE 103 TOP OF NEW GARAGE ATTIC SUB-FLOOR SPINDLES SPACED MATp CODE(TO BE��D) - EL_+_O . 1 LINDENHURST,NY 11757 TO ALIGN WITH DWELLING EXISTING "� (631)482-7858 _ TOP OF NEW 2nd FL FINISHED WOOD DECKING DANIELBURK 82-785AILCOM —- - - - - - - - @GM M TO __T__ P OF-ONEW GARAGE FIRST FLOOR PLAEL _0'-- „O —_ _ NEW(ACQ)HEADER _ - _ _ _ BOTTOM OF NEW 2nd FL DECK HEADER SEL -1-F NEW lllru-Flow 43%Legacy, NEW 6'x 6'WOOD COLUMNS (TO BEThnl-flow 43% _ - EL -2'-0-`r 2'x 12'(ACO)DECK JOISTS O 16'O.C. = - SELECTED),INSTAUED PER Y x 12'(ACQ)DEO(JCI O 16'O.C. STRUCTURAL ENGINEER == (USE 2-z 12'(ACO)DEO(JOISTS A 12'O.C. MANLI-ACil1RERS SPECIFICATIONS TD • NEW VINYL CORNER TRAM(COLOR BY OWNER = r WE HOT AdUVt- Vt BEAR ON NEW CONCRETE PERS -o •i NEW VINYL SIDING(COLOR g STYLE BY OWNER) _ OWNER CONFl B LOCA =-_ BELOW(TYPICAL 36'HIGH PVC HANDRAIL WITH •i os _ _ SPINDLES SPACED MAXIMUM C APART i b TO CODE (TO BE SELECTED) •1 OF 1st FIL HANDRAIL ob TOP OF DOST. FINI ED DWELLING_FIRST FLOORE= _ N 0- -10-11'1 FWT ATION HEIGHT _= TOP OF EXIST. FINISHED_DWELLING FIRST FLOOR o REFEFR TO EXISTING 4W[111NG PLANS EL -1p'-11'1 FOR ELEVATION HEIGHT TOP OF NEW GARAGE F -- �EFER TO EXISTING DWELLING PLANS PACIFICO ENGINEERING PE �� aJNDANEE WALL 700 LAKELAND AVENUE,SUITE 28 '+ FOR ELEVATION HEIGHT - �` TOP OF NEW 1st FL FINISHED WOOD DECKING REFER TO STRUCTURAL EL,-t1'_�Y _I BOHEMIA,NY FNgNEERS PIANS -_ 631-988-0000 NEW(ACD)WADER BOTTOM OF NEW 1st FL DECK READER EL -12'-9' dQ1E - NEW 6'x 6'WOOD COLUMNS,(TO F - 00 REFER TO STRUCTURAL ENGINEERS VANS FOR ALL NEW SE]ECIED)l INSTALIFU AS PER 0 FOUNDATION WORK. DO NOT USE 1}f�PLANS FOR = €= MANUFACTURERS SPECIFICATIONS TO FOUNDAMON REFERENCE OR CONSTRUC�ON pU�S = - BEAR ON NEW CONCRETE PIERS �' � \. eaow(TYPICAL NES. =a GRADE VARIESoil _ _ _ GRADE VARIES G> �eH PAColk/C0'o e L JTO STRUMAL �t?KMMffRS PLANS FOR NEW —__--_—_—_—_—_—_—_—_—_—_—_—_� Z_--------=T—I�--------_xI_t-- FOUNDAINXISPECEICATKINS I—I ------- .L_— --- ----!_ ---------� rn !f ZcP t _ ��.o 066182 REAR ELEVATION R��EssioXO�" SCALE: 3/16" = 1'-0" PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 10-14-19 ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY R905.2.I13 AND BE CONTINUOUS OR STEP - -- FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R6D2.3(5) NEW -A-VENT RIDGE VENT _ _ TOP OF NEW RIDGE Z INCHES N HEIGHT X 4 INCHES IN WIDTH _ - - - - _ - _ - - EL +16'-8" ALL NEW WINDOWS TO BE ANDERSEN FU EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310. NEW 30 YR. ARCHITECTURAL ROOF SHINGLES COLOR BY OWNER O LOW E4'SMART SUN'SIMULATED 12 w DIVIDED LITE OR EOUlIVALENT. NEW 30 YR. ARCHITECTURAL ROOF NEW VINYL TRIM(COLOR BY OWNER QS w SHINGLES COLOR BY OWNER) 12 —NEIN 30 YR ARCHITECTURAL ROOF 12D44 SHNGLES(COLOR BY OWNER) PROVIDE METAL FLASHING AT 12 1 W ALL ROOF INTERSECTIONS. 4 L NEW VINYL TRIM(COLOR: BY OWNER) ��// NEW VINYL TRIM(COLOR: BY OWNER) Clf Z NEW DONT.VENTED VINYL SOFFIT NEW CONT.VENTED VINYL SOFFIT NEW VINYL CORINER (COLOR BY 0 TRIM _ _ _ TOP OF NEW GARAGE ATTIC FLOOR_PLATE eo W NEW VINYL SIDING EW VINYL SIDING(COLOR&STYLE BY OWNER) EL +5-0- f 70 (COLOR&STYLE BY OWNER) VINYL CORNER TRIM (COLOR BY OWNER) J NEW COR-A-VENT RIDGE VENT PROVIDE METAL FLASHING AT NEW Thry-Flow 43%Legacy, ALL ROOF INTERSECTIONS Y x 12'(ACO)D.J O 16'O.C. c H NEW 30 YR. ARCHITECTURAL ROOF SHINGLES(COLOR BY OWNER) 12 NEW36'HIGH PVC HANDRAIL WITH r Q NEW VINYL TRIM(COLOR: BY OWNER 1� SPINDLES SPACED MAXIMUM 4'APART NEW TOP OF RIDGE TO CODE( TO BE SELECTED ) -tik , - - TOP OF NEW GARAGE ATTIC SUB-FLOOR Z EL "-9�t TO ALIGN WITH DWEWNG EXISTING CIA EL +0'-0-NF ANEW BOTTOM OF PORTICO HEADERI -5-± = TOP OF NEW GARAGE FIRST FLOOR PLATE in ADJUST HEIGHT AS REQUIRED TO - EL -I'- WITH DWELLING FASCIA/SOFFIT/GUTTERS _ NEW(ACQ)WAR o O BE �ENSTNNEW G ASAREWIRED, -= SElEC1ED1.INSTALLED AS PER AND GUTTERS r x 6"WOOD COLUMNS,MAMIFACIURERS I NEW CONT.VENTED VINYL SOFFIT _-= J - `TI SPECIFICA ONS TO BEAR ON NEW CONCRETE r� °O NEW 6'x 6'WOOD COLUMNS, (TO BE SELECTED). _-- PUS BELOW(TYPICAL i o INSTALLED AS PER MANUFACTURERS SPECIFICATIONS - o, TO BEAR ON NEW CONCRETE PIERS BELOW (T � TOP OF EXIST. FINISHED DWELLING FIRST FLOOR _ = TOP OF EXIST. FINISHED_DWELLING FIRST F�LOOR_�_ EL 0'-2' FOR ELEVATION HEIGHT IL -10'-11't FOR ELEVATION HEIGHT� NEW TOP OF PORTICO LANDING - IL TO EXISTING DWELLING PLANS OEL -p•-O� - - - ------_- TOP OF NEW GARAGE FOUNDATION WALL Sit r GRADE VARIES - FOR ELEVATION HE1G T� - N4ff: REFER TO STRUCTURAL ENGINEERS PLANS I I I REFER TIO STRUCTURAL ENGINEERS PLANS FOR ALLNEW RK. FOUNDATION WODO NOT USE THESE PLANS FOR EW 36-MGH COMPOSITE HANDRAIL I FounDATKIN REFERENCE OR CONSTRUCTION PURPOSES WITH SPINDLES SPACED MAXIMUM 4' r^ APART TO CODE(TO BE SELECTED) oa vJ I I z WW L-, O W10Z L—1 - _ _ GRADE VARIES �._. Q W L— UER <To 1 —--T-F EN FSTRUClUOR NEWLimit p U L—, I ———— ri-1-1 FOUNDATION SPECIFICATIONS > _ D L--------------------� L 0W SIDE ELEVATION SCALE: 3/16 = l'—O" w 05 C) 0 N N ALL SIDE WALL FLASHING TO COMPLY MATIN CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY R905.2.6.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION 11602.3(5) INCHES N HEIGHT X 4 INCHES IN WIDTHNEWCOR-A-VENT RIDGE VENT EGRESS WINDOWS TO COMPLY WITH 2015 IBC 11310. ALL NEW WINDOWS TO BE ANDERSEN NEW 30 YR. ARCHITECTURAL ROOF LOW E4'SMART SUN'SIMULATED (COLOR BY OWNER) DIVIDED L11E OR .9UaLEN1 12 gp VINYL TRIM(COLOR: BY OWNER) NEW 30 YR. ARCHITECTURAL ROOF 12 NEW 30 YR.ARCHITECTURAL ROOF SHINGLES(COLOR BY OWNER) 2 SHINGLES(COLOR BY OWNER) 12 PROVIDE METAL FLASHING AT NEW VINYL TRIM(COLOR: BY OWNER) Q4 ALL ROOF INTERSECTIONS. APPLICANT NEW VINYL TRIM(COLOR: BY OWNER) NEW CONT.VENTED VINYL SOFFIT NEW CONT,VENTED VINYL SOFFIT NEW VINYL CORNER TRIM (COLOR BY OWNER) NEW VINYL SIDING NEW VINYL SIDING(COLOR&STYLE BY OWNER) (COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM(COLOR BY OWNER) COR-A-VENT RIDGE VENT VIDE METAL NEW 36'HIGH PVC HANDRAIL WITH ALL ROOF NTERSEECTIIOONIN&AT AA,, 2nd FL HANDRAIL SPINDLES SPACED MAXIMUM 4-APART T EL + -TO" TO CODE(TO BE SELECTED) 12 � ARCHITECTURALCOLOR BY DANIEL BURKO DESIGN LLC TOP OF NEW GARAGE ATTIC SUB-FLOOR 2 SHINGLES 138 SOUTH 1 ST STREET,SUITE 103 o TO ALIGN WITH DWELLING EXISTING VINYL TRIM(COLOR: BY OWNER) LINDENHURST,NY 11757 -Np_0-0 - - NEW TOP OF RI�DOGE (631)482-7858 TROP OF NEW 2nd FL FINISHED WOOD DECKING EL 12- U't� DANIELBURKO@GMAILCOM o �0'-2. r NEW%u-Flow 43%Legacy, NEW BOTTOM OF POR A BOTTOM_OF NEW 2nd FL DECK HEADER 2"x 12"(ACO)D.J.O 16'O.C. = U) Z _0 U) 15 lz Ir f i .- r ' Ea t A U > k 0 c Z " .�-.._�...__""_,---....._ �t i'a.. -.P°i`r' " - Y S-- - 'a r.,�.-'"�`....r .^"f-_ r "-""`. _ ` ..t r-•:Y,�^q�,. t''"'."� W O V W t� o4 . .. _ .. ...... ........... _...v._ ....-....... ... w......_ w.._,_......._.._ ...._... ... .. _. N APPLICANT DANIEL SURKO DESIGN LLC 138 SOUTH 1 ST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DANIELBURKO@GMAILCOM I STRUCTURAL ENGINEER I , PACIFICO ENGINEERING,PE HID ""�•••�-•, 700 LAK UITE 2B ..,.••., LAND AVENUE p ) BOHEMIA,NY 631-988-0000 N CP Y A O i pp�� w ,c W c4`4,o X66182 sjoN PROFESSIONAL SEAL r+�- APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 10-14-19 TYPICAL ROOF CONSTRUCTION •30 YEAR ARCHITECTURAL ROOF SHINGLES (COLOR TO MATCH E)OSTING) D3 SEE TABLE 3.6A SHEET A8 s(2) LAYERS OF 151b. FELT AS PER (8905.2.7) Ae FOR NA!UNG REQUIREMENTS 1/2" CDX PLYWOOD NEW COR-A-VENT RIDGE VENT •2 x 12 ROOF RAFTERS AT 16' O.C. ALL FRAMING COMPLIES WTH SECTION R6023(5) +�TOP_OF NEW RIDGE �� NEW RIDGE +L. i6'-8' - - - - - - - PROVIDE CONT.ICE do WATER SHIELD AT EAVES AS PER i 2 x 6 COLLAR TIES O 16'O.C. 12 (R905.27.1)THAT CONSISTS OF AT LEAST 1110 LAYERS 12 (UPPER As OF ATTIC) OF LNDERLAYMENT CEMENTED TOGEiLER OR OF A 5� SELF-ADHERIIG POLYMER MODIM BITUMEN SHEET,AND 5� ___-- -- 12OVIDE METAL FLASHING AT EXIEAD FROM THE LOWEST EDGES OF ALL ROOF S MACES ----- -- �2 ALL ROOF INTERSECTIONS. U) Go INSIDE TW (XIE80R WALL LWOFTHE BIIID TO A POINT AT LEAST 24 INCHES NG(IV10 P. EW 2 'x 12'LEDGER LAID ON FLAT 7 00 NEW CONT.VEW 2'x 10'R.R.016'O.C. O VENTED VINYL SOFFIT SEE TABLE 3.10 SHEET A8 04 12_.14 FOR NAILING REQUIREMENTS Ai ' - ---- > U) ---- TOP of N�GARAGE arnc FLOOR PLATE_ r-'-- W — It NG CEILING CONSTRUCTION � 4 + V NEW 2'x10'CA 0 i6'O.C. I SUNG WALL CONSTRUCTION i 2'-0• (BLOCKING AT MID-SPAN). \\ O ALL FRAMING COMPLIES WITH SECTION R6023(5) NEW 3»HIGH PVC HANDRAIL WITH TYPICAL EXT. WALL CONSTRUCTION NEN BEAMS SFE FLOOR PLAN FOR SPINDLES SPACED MAXIMUM 4'APART TO FOR NEW FLOOR PROVIDE JOIST HANGERS PROPOSED: \\�� > NEW VINYL SIDING FOR NEW FLOOR JOISTS ATTACHMENT. b TOP OF 2nd FL HANDRAIL _ �T��4��) opo +TYVEK HOUOWENS SEWRNAP, SEAMS Tim (R-5) ATTIC I STOR GE NISHED \\ W -Y Legacy, �, 1/2' CDX PLYWOOD SHEATHING {8'-W:k CLG.HT.) \ TOP OF NEW GARAGE ATTIC SUB-FLOOR 2'x 12'(ACQ)DECK JOISTS O 16'O.C. • 2 x 4 WOOD STUDS 0 16' o.c. NEW 3/4'PLYWOOD SUB-FLOOR SECURED (FLAT COLING) \ 12 o TO ALIGN WITHDWELLINGAATTI ESUB-_G TO NEW Yx12'FLOOR JOISTS 0 16'O.C. -) N'EL +0"-0' G FLOOR CONSTRUCTION TOP OF NEW GARAGE ATTIC SUB-FLOOR (BLOCIONG AT MID-SPANS) �2 TOP OF NEW 2nd FL FINISHED WOOD DECKING TO ALIGN WITH DWELLING EXISTING -—� �� W - _oF�NEw GARAGE FIRsr FLOOR PLA STORAGE LOFT Ah BOT-TOM OF NEW 2nd FL DECK HEADER NG CEILING CONSTRUCTION M �, NEW R-19 BATT INSULATION 11EiYYEEN JOISTS 0 T t� 2--0• - - 2 x O (ACO)LEDGER BOLTED WITH SEE TACE 3.9 SHEET A8 D12 DO NOT COMPRESS NEW INSULA110N, NEW(ACQ)HEADER - 3b'LAG BOLTS STAGGERRED EVERY 16'O.C. —NEW(A x 6'WOOD COLUMNS-_{TO_BE SEiECTED - W1H JOIST HANGERS AT ALL CONNECTIONS FOR NAILING REQUIRENENiS Iltl (2)LAYERS OF 5/8' SHEETROCK ON INSTALLED AS PER MANUFACTURERS SPECIFICATIONS TO - G WALL CONSTRUCTION STAGGERED VERTICALLY. WITH JOINTS NEW GARAGE OVER HEAD DOOR 11 BEAR ON NEW CONCRETE PIERS BELOW(7YPICAL� = EW 36'MGH PVC HANDRAIL WITH NEW EXTERIOR WALL CONSTRUCTION ( TO BE SELECTED) c SPINDLES SPACED MAXIMUM C APART TO i NEW 3/4'PL SUB-FLOOR SECURE) NEW FOR CODE.( TO BE SELECTED) �' TO NEW Yx12'FL R STS 0 16'O.C. SPEC�CAiiC�PIWDE�J ATTACHMENT. II ib" TOP OF 1st FL HANDRAIL OCKING AT MID PANS) JOISTS_ - EW Thru-Flow 43%Legacy. t1 +8'_1• 2'x 12'(ACQ)DECK JOISTS 0 i6'O.C. FOR NAILING SEE TABLE iREOUREMENTS 1 SHEET A8DAe N R-15 BATF INSULATION BETWEEN JOISTS. (USE 2 x 12 (ACQ)DECK JOISTS 0 12'O.C. I ' • • � p0 NOT COMPRESS NEW INSULATION, i o TOP OF EXIST. FINISHED DWELLING FIRST FLOOR UNDER FUTURE HOT TUB ABOVE-VERIFY WITH TOP OF EXIST. FiNISHE_D DWELLING MR BOOR (2)LAYERS OF 5/8'TYPE'l('SFHEEIROCIC ON II co n EL -10'-11't FOR ELEVATION HEIGHT I OWNER TO CONFIRM HOT TUB LOCATION) EL -10�-11't FOR ELEVATION HEIGHT GARAGE WAILS AND CEILING WITH JOINTS REFER TO STRUCTURAL ENGINEERS REFER TO EXISTING DWELLING PIANSI z I REFER TO EXISTING DWELLING PLANS STAGGERED VERTICALLY. BANS FOR NEW FOUNDATION SPECIFICATIONS II • TOP OF NEW 1st FL FINISHED WOOD DECKING TOP OF NEW GARAGE FOUNDATION WALL OP� N (PITCFI NEW SLAB 10 OVERHEAD BOOR) I °O ELEVATION HEIGHT L-EXISlIBOTTOM OF NEW 1st FL DECK HEAO� NG FLOOR CONSTRUCTION REFER TO STRUCTURAL ENGINEERS PLANS EL -112--9» - - = 2 x 12(ACQ)LEDGER BOLTED WITH PROVIDE CONT.SILL SEALER do COPPER • f 'LAG BOLTS STAGGERED EVERY 16'O.C. MUTE SHIELD UNDER(2)2 x 4 A.C.O.SILL R TO S1RUCIURAL ENGINEERS �••�+��-''+ o NEW(ACQ)WADER (( LAN 2'x12' IMTH JOIST HANGERS AT ALL CONNEC110NS o PUNS FOR ALL NEW FOUNDATION INEW 6'x V WOOD NSTALLED AS PER MANUFACTUREBE RS SPEC�ONS TO TYPICAL UNE OF GRADACO)STRINGERSCRfIE fOUNDAl10N - MIN TWO PER 91 12' FROM EA CORNETT FCONSTRUCTION PURPOSES. OR FOUNDATION ORI WORK DO NOT USE THESE �� BEAR ON NEW CONCRETE PIERS BELOW(TYPICAL). E VARIES �� •�� '.; CONCRETE J PAD FOR STEPS �,.�� _ _ 11 GRADE VARIES GRADE VARIES -- 3k 4� - - �� LINE OF GRADE VARIES REFEiT TO STRUCTURAL ENGINEERS ' PLANS FOR FEW FOUNDATION 1'OWNS GERMING RIM INSULATION BOARD i W W (R-5).PROVIDE COI M10L1S WATERPROOF MEMBRANE TO STRUCTURAL ENGINEERS ——— T ENTIRE PI dEM OF BELOW GRADE WALLS PIANS FOR NEW FOUNDATION SPECIFICATIONS — r Z } REFER TO STRUCTURAL ENGINEERS PIANS FOR ALL NEW ——— —————————— J —————————————— — _ Z � FOUNDATION WORK, DO NOT USE THESE PLANS FORO W Z FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. ~ w0U U w _ � REAR DECKS SECTION SECTION THROUGH GARAGE o W SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" O o < 2000 N CV r APPLICANT DANIEL BURKO DESIGN LLC 138 SOUTH 1 ST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DANIELBURKO@GMAILCOM STRUCTURAL ENGINEER PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 of NE X; PA �i O,A W SOA 066182 90 v FESS10�P PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 10-14-19 TABLE 3.1 (NAILING SCHEDULE) 12 " USE A MINIMUM OF JOINT DESCRIPTION OF NAILS NAIL SPACING I I SID12 Er&I"'vim M ` 1 SIDEE or TRuss. \ ROOF FRAMING • �• ' ° ° / \ Rafter to Top Plate (Toe-n(3iled) 3- 8d per rafter Ceiling Joist to Top Plate ('foe-nailed) 3- 8d per joist \ Ceiling Joist to Parallel Rafter (Face-nailed) 3- 16d each lap _ Ceiling Joist Laps over Partitions (Face-nailed) 3- 16d each lap 3- 8d per tie SIMPSON MODEL Collar Tie to Rafter (Face-nailed) P ° ° MST27 OR 1-1/2"W 20ga. Blocking to Rafter (Toe-nailed) 2- 8d each end Rim Board to Rafter End-nailed 2- 16d each end Fi ° � ° METAL STRAP ° I ° I WALL FRAMING ADJUSTABLE HANGER �SO��T RUCTURAL RIDGE a Z D1 SIMPSON STRONG-TIE 02 E SIMPSON STRONG-TIE O Top plate to op Plate Fa.,e-nailed 2- 16d per foot LSU26-2XI5 COMMON NAILS LSU26-2X6 INTO STRONG -ilE ac \ II / W Top Plate at Intersections (Face-nailed) 4- 16d joints - each side LSSU28-2X8,2X10,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2X10,OR 2X12 Stud to Stud (Face-nailed) 2- 16d joi O.C. LSTA18 WITH (3) 8d COMMON NAILS THREE \ d CO Header to Header (Face-nailed) 16d 16" o.c. along edges LOCATED AT EACH END OF STRAP 8d NAILS SNIPS Ta or Bottom Plate to Stud (End-nailed) 2- 16d per 2 x 4 stud H U R L ANE STRAP �SSIMMPSSO�N�STTR & P 0 S T C 0 N N E C TI O N S \ 3- 16d per 2 x 6 stud / W z D4 SIMPSON STRONG-TIE H7Z 05 ONG-TIE AC Z 4- 16d per 2 x 8 stud OR 1-1/4" x 20 ga. STRAP ONG-TIE H1 _ Bottom Plate to Floor Joist, Band Joist, End Joist 2- 16d per foot rn or blocking (Face-nailed) FLOOR FRAMING ° ° MST27 HD2A _ w ° ° ° ° CS20 AT CORNERS Joist to Sill, Top Plate or Girder (Toe-nailed) 4- 8d per joist ° o a o \ Bridging to Joist (Toe-nailed) 2- 8d each end / \ Blocking to Joist (Toe-nailed) 2- 8d each end I \ Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block / Ledger Stri to Beam Face-nailed 3- 16d each joist / \ W g P ( ) }: • SIMPSON MODEL \ Q Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist MST27 OR IAP w 2oga� Band Joist to Joist End-nailed) 3- 16d per joist • ® / METAL STRAP Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot e i z ROOF SHEATHING ��%Z�aN1 HAGER HIP RAFTEOD6 SI28 & SIM PSON STRONG-TIE HRC 22 08 SIMPSON STRONG-TIE ABA44 d I Structural Panels 8d 12" o.c. Diagonal Board Sheathing LTP4 �\ I . 1"x6" or 1"x8" 2- 8d per support '\/ / II GRADE 1"x10 or wider 3- 8d per support BP `C\ 41: v \\ \\ HIP CORNER P LATE /\ CEILING SHEATHING D9 d CUT SIMPSON STRONG-TIE HCP Gypsum Wallboard 5d coolers 7" edge/10" field ENGTH END � WALL SHEATHING ° LENGTH �OCHOR ST27 STRAP CONNECT'� N DETAIL Structural Panels 8d 12" O.C. BP D16 PSON STRONG-TIE MST27 OR 1-1/2" WITga. METAL STRAP Fiberboard Panels SIMPSON STRONG TIE STAP 8d NAILS 12" MIN. BEARING ON STUD SURFACE PLACED AT EACH 7/16" 6d 3" edge/6" field FOR SINGLE STUD INSTALLED BOLT. (48" O.C. FOR SLAB). H = STORY WALL HEIGHT 25/32" 8d 3' edge/6" field CLEAR OVTEIR TOPCPLAAT REQUIRED TRTO OTHER ��% L= SH�WAFS1ELLGMENTGHT Gypsum Wallboard 5d coolers 7 ed a 10" field MST27 • 9 / SPAN SDE OF STUD Hardboard 8d 12" o.c. � WALL HT. (H) SEGMENT IYNDTH RLl �PA TUDTORIMJOIST L 9- 2=8=Particleboard Panels 8d 12" o.c. y VDiagnonal Board Sheathing1"x6" or '1"x8" 2- 8d per support PS0 STRONG-TIE CS20 METAL STRAP - 10'-1' 3'-0' W W ° 8d NAILSAT EACH END OF SRAP12` MIN. U1"x10" or wider 3- 8d per support RING ON STUD SURFACE PLACED AT V) 48 O.C. WITH LTP4 ATTACHING MUDSILL TO J W 0 } FLOOR SHEATHING MST27 H10 SSP 9R.IIM. JOIST — W z SIMPSON CS20 OR LENGTH Q U) J Y Structural Panels • 0 1-1 4` 20 GA. GALV. SIMPSON MODEL MST27 OR 1-V2" WITH 20 ga. 1" or less " 8d 6p edge/12" field ° c STRAPPING MIN. 12" METAL STRAP (4) 8d NAILS 12 MIN. BEARING f— 0 ON STUD SURFACE PLACED AT EACH STUD. I W greater than 1 10d 6 edge/6 field ° ° ON STUD SURFACE Diagnonal Board Sheathing •;° (3 - 8d NAILS AT EA. DSP A W 1"x6" or 1"x8" 2- 8d per support END OF STRAP) FOR DOUBLE STUDS J 1"x10" or wider 3- 8d per support ° � 2 SIMPSON WITH 5//8 W O SILL PLATE TO FOUNDATION ° = THREADED ROD. 00 " D11 � " SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20 go. METAL STUD TO STUD CONNECTION N N E C TI OIC STUD TO STUD CONNECTION N N E C TI O N STRAP (4) 8d NAILS 12" MIN. BEARING ON STUD SURFACE D12 SIMPSON STRONG-TIE CS20 12A SIMPSON STRONG-TIE CS20 R905.25 FASTENERS PLACED AT 48 O.C. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS,MIN. 12 GAGE SHANK W/A MIN.J"HEAD o ., ,� ASTMF1667,OF A LENGTH To PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF J-INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN" " TYPICAL CONNECTION FOR THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT 2-STORY APPLICATIONS ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER 8301.2(4)IS 110 1/4" TRAP. GAUGE i� MPH OR GREATER AND THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM COIL STRAP. I SEE PLAN FOR HEADER SIZE. SIMPSON SON a 62- S3�H SOWN TWO VERTICAL UNITS IN 12 UMTS HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. FRAME OPENING FOR UMTS SHALL BE TWO LAYERS. NEW WINDOW OR X PLYWOOD SHEATHING AT EXTERIOR WITH 8d NAILS EXTERIOR DOOR A7 6'-CS-C. AT EDGES AND 0 12` O.C. IN THE FIELD 1�2' GYP. BOARD AT INTERIOR WITH 5d GOOIER NAILS 49 7' O.C. PROVID JOTS SIMPSON CS20 OR A EDGES AND 10' O.C. IN THE FIELD SIMPSON CS20 OR HANGERS AT 1-1/4" 20 GA. GALV. A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED 1-1/4" 20 MI GALV, RIM JOIST TO STRAPPING MIN. E STRAPPING MIN. 12" FLOOR JOIST SHEAR WALL SEGMENT DETAIL ON STUD SURFACE �j APPLICANT B.NAILS SPACED AT 6"OC AT EDGES,12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT SUPPORTS ON STUD SURFACE (LUS28) (3 - 8d NAILS AT EA. D 1" SCALE: 3/8" = 1'-0" WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE (3 - 8d NAILS AT EA. p END OF STRAP) BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF STRAP) ARE PERMITTED TO BE COMMON,BOX OR CASING. OR C.COMMON OR DEFORMED SHANK. D.COMMON. E.DEFORMED SHANK. C A NTI L E V E R F.CORROSION RESISTANT SIDING OR CASING NAILS. G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. 01 SIMPSON STRONG-TIE CS20 AND LUS28 H.CORROSION RESISTANT ROOFING NAILS WITH ,"DIA HEAD AND 112"LENGTH FOR " HEADER CONNECTION S SHEATHING AND I�,LENGTH FOR "SHEATHINIG. D15 SIGN/ SYMBOL I.CORROSION RESISTANT STAPLES WITH NOMINAL&"CROWN AND 18"LENGTH FOR i" 1/4' MIN. 20 ga. COIL STRAP DANIEL BURKO DESIGN LLC SHEATHING AND 12"LENGTH FOR Z"SHEATHINKi.PANEL SUPPORTS AT 16"(20"OF STRENGTH 138 SOUTH 1ST STREET,11757 SUITE 103 AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) LINDENHURST,NY IL.CO J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORT. (sat)482-7858 K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12-AT DANIELBURKO@GMAIL.COM INTERMEDIATE SUPPORTS TITLE 19, PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, PRE—ENGINEERED WOOD CONSTRUCTION AND/ STRUCTURAL ENGINEER I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL UPLIFT WITH FINISHED CEILING ATTACHED TO RAFTERS L/ItSU PANELS. FASTENERS ALLOWABLE LARCH 11.2 PINE LOAD �O�LOADS 1.2 LOAD INTERIOR WALLS AND PARTITIONS H/180 TIMBER CONSTRUCTION. �L01N�`�LOAD SIGNAGE TO BE SUPPLIED AND INSTALLED AS PER NYS BUILDING CODE PART 1265 AND LOCATED AS NOTED BY CODE OR AS M.STAPLES SHALL HAVE MIN.CROWN WIDTH OF16". UPLIFT N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT TO lO TO AZUL� G 133 61 0 IL UCH 133 61 0 x 1\ FLOORS L/360 MODEL RAF1ERSi PLATE$ STUDS NAILS NAILS INTERMEDIATE SUPPORTS. NO. G• TRuss (133) (160) F, I F2 (133 do 160 (133) (160) F, F, (133 do 160 CEILINGS WITH BRITTLE FINISHES (INCLUDING L/360 APPROVED BY CODE OFFICIAL AND SHALL BE MAINTAINED BY HOMEOWNER AT ALL TIMES. O.FASTENERS SPACED 4"OC AT EDGES,8"OC AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND H1 18 6-MXI\ +-r -- 1958 +�0 5s5 +a5 165 +ss +oo +oo +t5 1+0 �o PLASTER and STUCCO) THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES (152.4 MM) IN DIAMETER WITH A STROKE WIDTH OF 1/2 INCH (12.7 WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. CEILINGS WITH FLEXIBLE FINISHES (INCLUDING P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. H2 18 5-8d -� 5-8d 1040 335 335 - 335 230 230 — -- 230 GYPSUM BOARD) L/240 ' — — ALL OTHER STRUCTURAL MEMBERS L/240 MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS :SHALL BE H2.5 18 5-8d gad —_ 1300 415 415 150 150 415 365 365 130 130 365 EXTERIOR WALLS - WIND LOADS WITH PLASTER H/360 REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H2.5A 18 5-8d 5-W -- 1793 600 600 110 110 480 520 535 110 110 480 OR STUCCO FINISH / PLAKEL O ENGINEERING, E EXTERIOR WALLS - WND LOADS WITH OTHER BRITTLE FINISHES H/240 (1) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON—FADING, WEATHER—RESISTANT MATERIAL; PROVIDED, HOWEVER, THAT A SIGN 700LAKELA BOHEMIA, UE,SUITE 2B ( REFER TO TABLE 8301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) H3 18 4-8d 4-9a --- 1433 455 4ss 128 Iso 415 320 320 toy 140 290 ° BOHEMIA,NY EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES H/1251OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERMANENT NON—FADING STICKER OR DECAL. 831-988-0000 USE LIVE LOAD DEAD LOAD H4 20 4-8d 4-8d -- 1144 360 360 165 160 360 235 235 140 135 235 LIL/600 LINTELS SUPPORTING MASONRY VENEER WALLS e EXTERIOR BALCONIES 60 PSF 10 PSF H5 18 4-& 4-8d — 14M 455 465 115 200 455 265 265 100 170 265 (2) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION _ DECKS 40 PSF 10 PSF PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN H5A 18 3-& 3-8d 1500 350 420 115 180 290 245 245 100 120 170 NOTE: L E SPAN LENGTH, H = SPAN HEIGHT ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH 10 PSF 10 PSF __ — — A.FOR THE PURPOSE OF THE oE1ERMINING DEFLECTION L�nTs HEREIM, THE WIND LOAD SHALL BE TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: H6 16 8-8d 8-k 3983 915 950 650 785 820 560 PERMITTED M BE TAKEN AS 0.7 TIMES THE COMINMT AND QMDDING(ASD)LOADS OBTAINED FROM ,�� IF NIS }. ATTICS WITH STORAGE ROOF BELOW 3 PITCH 20 PSF 10 PSF TABLE R301.2(2). (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL ,SP �QH VAc,,�� op ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF H7 16 4-80 2-8d 8-8d 2991 930 985 400 — 800 845 345 — B.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LEAGTH OF THE CANTILEVER C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS BE V AND .� SLEEPING ROOMS 30 PSF 10 PSF H8 18 5-104 x — —1\ 5-10d x 1 — 4422 620 745 --- 530 565 —_ — OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH(PANELS,THE TOTAL LOAD ' STAIRS 40 PSF 10 PSF DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALM"sTr:ucTURAI METrIBERS (ii) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS THE CONSTRUCTION TYPE DESIGNATION SHALL GUARDRAILS AND HANDRAILS 200 PSF 10 PSF H9KT 18 4-SBI x \15-SDI x 1\ -- 2812 875 878 680 125 — 755 785 680 128 — SUPPORTING EDGE OF GLAss, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH � nACC 1170 .I,Rfl MD ,X 1CWlu /1C WCA,[11OCD 1111./UC1LV IC.,,a C7aunv7 C11D BE "1", "II", "III", "IV" OR "V" TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE c; ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF Hto 18 8-1d x I 8-8d x 1 --- 3135 905 SIM 585 525 -- 780 850 505 450 — ROOF VENTILATION REQUIREMENTS H10R 18 8-8d x1 8-8d x 1 --- 3135 905 990 585 525 — 780 850 505 450 — BCNYS. ,o S §88806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to es HIO-2 18 6-10d 6-10d --- 2447 760 760 455 395 — 655 655 390 340 -- (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) CONTAINING 40�P' PROFESSIONAL SEAL the underside of roof rafters shall himcross ventilation for each separate space by ventilating openings protected against Httz 18 s—tsd x 2 16d x 2 --- 5097 830 830 525 760 — 715 Its 450 655 TRUSS TYPE CONSTRUCTION, PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS, AS APPLICATION NUMBER -- the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch --- (3.2 mm) minimum to 1/4 inch (6.35 mm) maximum openings. FOLLOWS: (i) "F" SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS; JOB NUMBER §RR806.2 Minimum area The total net free ventilating aea shall not be less than 1 to 150 of the area of the space 2018 RESIDENTIAL ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than (II) "R" SHALL MEAN ROOF FRAMING; AND DATE 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by (iii) "FR" SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. 10-14-19 eave or cornice vents. As an alternative, the net free cross-ventilation area may be reduced to 1 to 300 when a vapor (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL, OVER THE barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ce1ling. LOCATION DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. §RR806.3 Vent clearance. Nhere eave or cornice vents are installed, insulation shall not block the free flow of air. A A 8 minimum of a 1-inch (25.4 mm) space shall be provided between the insulation and the roof sheathing at the location of the vent. 12"MAX. 12"MAX. ^STMPSON^HDU5 2-16d COMMON NAILS C"-)6-o-c- DEAD LOAD ASSUMPTIONS. ROOF CEILING ASSEMBLY OL = 15 sfDEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 PSI 6"MIN. 6"MIN. FOR FULL LENGTH of STUD. THREE SECOND GUST WIND SPEED ROOF LIVE °° (mph) 85 90 100 110 120 130 140 150 LOAD GROUND SNOW LOAD ° 12 0FRAMING SPACING ROOF SPAN NUMBER OF Sd COMMA NAILS or 10d BOX NAILS 20 PSF 30 PSF 7 50 PSF 70 PSF (CIH.) (ft.) (TOENAILED) REQUIRED IN EACH RAFTER ROOF SPAN (ft) AND/OR CEILING JOIST y • '• - - '• ° 1,2,3,4 12 24 36 12 24 36 12 24 36 12 24 36 ALTERNATE TO TOP/PLATE CONNECTION COLLAR TIE °° ° !1!�o ! ,: RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS °o :. _�.: 12 1 1 1 2 2 2 3 3 SPACING PER HEEL JOINT CONNECTION +.2.3.4.5.6 BE 11/4' X 20 GALICE STL # • :ir• _ 16 1 1 1 2 2 3 3 3 (m•) 20 1 1 2 2 2 33 4 U) IT- C$20 ( CKED SIM) CALTERNATE OLLAR TE BLOCK NG c? r:T •' 12 24 1 1 2 2 3 3 4 4 12 4 7 10 4 8 12 6 11 17 8 15 22 Z ENDWALL. ' '�- 28 1 1 2 2 3 4 4 5 3:12 16 5 9 13 5 10 15 8 11 22 10 20 29 O )ONNECTION• .a 32 1 1 2 3 3 4 5 5 19.2 6 11 16 6 12 18 9 18 27 12 24 35 ' 36 1 2 2 3 3 4 5 6 24 7 13 19 8 15 23 11 22 33 15 29 44 LU XM(MON NAILS 0 EA OF STRAP :2 12 1 1 2 2 2 3 3 4 12 3 5 8 3 6 9 5 9 13 6 11 17 CLG. TIE- 3 10d MON NAILS 0 EA I: 16 1 1 2 2 3 3 4 4 4:12 16 4 7 10 4 8 12 6 11 17 8 15 22 fn ATE TO STUD NE ON. 20 1 1 2 2 3 4 4 5 19.2 4 8 12 5 9 14 7 14 20 9 18 27 ✓ 16 24 1 2 2 3 3 4 5 6 24 5 10 15 6 12 17 9 17 25 11 22 33 W t I. 3 8d COM! N ®EA END OF STRAP 28 1 2 2 3 4 5 5 s 32 1 2 2 3 4 5 6 7 12 3 4 6 3 5 7 4 7 10 5 9 14 L,L," Z 36 2 2 3 4 4 6 7 8 5:12 16 3 6 8 3 6 9 5 9 14 6 12 18 O -4 5 8d COMM NAI 5/8' ANCHOR BOLT A 32' O.C. FOR 1 STORY 19.2 4 7 10 4 8 11 6 11 16 7 14 21 � 11 16d COMMt N LS FOR 5 PITCH 5/8' ANCHOR BOLT 0 32' O.C. FOR 2 STORY 12 1 1 2 2 3 3 4 4 24 4 8 12 5 9 14 7 14 20 9 18 27 9 16d OM 11AIL (FOR 8 CH '7/8"DTA.THREADED ROD EMBEDDED iO PLATFORM OVE 1 16d COMMON NAILS @ 16' O.0 12 I/2^INTO CONCRETE -V ^n11F_S N^AT 16 1 1 2 2 3 4 4 5 1) MIN. 7' EMBEDMENT INTO CONCRETE (HIGH STREN0401'40- TH PROXY ADHESIVE) 20 1 2 2 3 4 4 5 6 12 3 3 5 3 4 5 3 5 8 4 7 10 W 1 FOR TEMPS OF 40^FUSE^SIMPSON^AT 16 3 4 6 3 5 7 4 7 1D 5 9 13 W/3" SQUARE WASHERS AND END NUT SETUP (HIGH STRENGTH ACRILIC ADHESIVE). 19.2 24 1 2 2 3 4 5 6 7 7:12 16 3 5 7 3 5 8 4 8 12 5 9 15 WRY TO STU NECTION 28 2 2 3 3 4 5 6 8 9. 3 5 9 4 7 8 5 8 12 7 13 19 )R TWO STORY Fl RATIONS). 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR HOLDOWN CONNECTION 1 st FLOOR 32 2 2 3 4 5 6 7 8 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. 2 36 2 2 3 4 5 7 8 9 12 3 3 4 3 3 4 3 4 6 3 5 8 1 COMMON NAI ® END OF STRAP 10 PLATFORM OVE 10 C OF EA. PLATE TO 3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 12 1 2 2 3 3 3 5 5 9:12 1 . 3 3 5 3 4 5 3 5 8 4 7 10 W I 16d COMMON NAI 0 16' O.C. ; 6' MIN. TO 12" MAX. FROM ENDS OR CORNERS. 16 1 2 2 3 3 4 5 6 1 4 3 4 6 3 4 6 3 6 9 4 8 12 SEMBLY TO SI PLA ( $ CONNECTION. 2-16d COITION 20 2 2 3 3 4 4 6 7 12 3 5 7 3 5 8 4 8 11 5 10 15 Q NAILS�6^o.C. 24 2 2 2 4 4 5 7 8 12 3 3 3 3 3 3 3 3 5 3 4 6 ^S/MPSON^HDU5 24 ANCHOR BOLT SPECIFICATION FOR FULL LENGTH 28 2 2 3 3 4 5 8 16 3 3 4 3 3 4 3 4 6 3 5 8 OF STUD. tZ:12 Q COMMON NAILS END OF STRAP o° 36 2 3 4 4 5 6 9 - 2419 2 3 4 5 3 4 6 3 6 9 4 8 11 Z I PLATFORM ' o ° I. -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 1. -NAILING REQUIREMENTS SHALL BE PERMITTED TO DD REDUCED 25%IF NAILS ARE CLINCHED. 116d COMMON NAI ®16 O.C. - 2-TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. 2.-HEEL JOINT CONNECTION ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORIED BY A LOADBEARING WALL, WRY TO SI PLA S CONNECTION 3.-TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF HEADER,OR RIDGE BEAM DESIGNED TO RESIST TLE Kne LOADS. ( ) 9°sf(0.60 x 15 psf=9_psf) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS CATION. N CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 3.-WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR RPM TO A PLYWOOD SHEATHING . ' 1 NAIL AT EACH END OF THE STRAP. LOADBE EGG WALE THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED M COMMON NAILS OF STRAP _-.�•.'• .? : : ,`." TO r REWCED PN'RNOP'ORTIONALLY TO THE REDUCTION N SPAN. CO PLATFORM BELOW 1 16d COMMON NAILS®16' O.C. @ COMMON NAILS „ „' 4. -MINIMUM ASTM A653 GRADE 33 STEIl STRAP. 4.-EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TD CEILING JOIST LAP SPLICES. <• @ 6"O.C.EDGE&FIELD ,y,: 5.-TABULATED HELL JOINT CONNECTION REQUIREMENTS DD NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING •'"' sLocicnvc ` u;~' °o ASSEMBLY. ENDWALL.. O° 6. -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOISTS OR RAFTER RES ARE LOACTED HIGHER IN THE 3 TYPICAL SECTION 4 D E T A I L S I HOLDDOWN (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) SHA BE IN NO ArnBSTORAGE��ASSUMED 111 TABULATED HEEL JOINT CONNECTION REQUIREMENTS OiK- THREE SECOND GUST WIND SPEED 85 90 100 110 120 130 140 (Mph) RAFTER / WALL HEIGHT NUMBER OF 8d COMMON NAILS or 10d BOX NAILS T T 1/4 az (n oncrete. CEILING JOIST 00 (TOMAILM) REQUIRED IN EACH RAFTER 1/5 1.2 W ave a mini m specified compressive 2X4 CONTINUOUS ^slMPsoN^IIDus SPACING AND/OR CEILING JOIST p SHEARWALL SEG. DETAIL TYP. (in.) TO TOP PLATE CONNECTION +.2,3.4 11//6 10 ''" -J In table RR 2. (1)Concrete subject LATERAL BRACE 5 NOTE LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY IXCEED 3/4 INCH WHEN RAFTER TIES NOTE:ALL STRAPPING,ANCHORS.HOEDOWNS 8z indicated i to le RR301.2(1) AT 6'O.C. ADHESIVES TO BE INSTAT:.Fn AS PER 12 8 ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT,H ,OR WHEN H 16 GREATER THAN 2 FEET AND Q MANUFACTURERS SPECIFICATIONS. 2 2 2 2 3 3 3 3 MAY REQUIRE ADDITIONAL CONSIDERATION. ained as sp cifi d in table aximun weig t fly ash,other pozzoland,silicia to 2 2 2 2 3 3 3 3 t is incluide in concrete mixtures for garage floor TRUSS OR CEILING JOIST 6 HOEDOWN CONNECTION 2nd FLOOR 16 8 2 2 3 3 3 4 4 4 W W = U � Ae iior porch s, arpot slabs,and steps that will 2-Lod NAILS PLYWOOD SHEATHING 10 2 2 3 3 3 4 4 4 U ooz eicing chem cols shall not exceed the percentage II @ 6"OMC COMMON &FIELD 24 8 3 3 4 4 5 5 5 5 ITN (, ) 6' 90 '°° 1'° 120 +30 +�° 's° (0 W Y ht of ceme titi s materials.Materials used to 3 3 4 4 5 5 5 6 -- SIRUCTIJRAL sHEATTNHNc E F E F E F E F E f E F E f E f -ete and to ting there of shall comply with the `\ sol.ro sLociclNG 1. -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS M TABLE 3.4 z a F- 7rds listed i A 318. In /)^'� GABLE END TRUSS SEAIHNG LDCAIHOB RAFTER 2 -TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. / SPAS MINIMUM NAL SPACING FOR O )VIALS or lOd BOX NAILS ° 'Q^ J W (Mdi12 o.e) C V, W C) Q HOLD DOWN 3.- WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOE-NAILS IN THE RAFTER cements pe itt d by ACI 318, cement complying 5 d COOLER NAILS AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. NIERKR ZONE t2 s 12 s 12 s 12 s 12 6 12 s 12 s 12 s 12 7 is permit d. AT 5 O.C. GYP.BOA 4. -TO AVOID SPLITTING,NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR 16 6 12 s 12 6 12 6 12 6 12 6 12 6 12 6 12 W 000 CEILING JOIST WHEN FASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO O Q N 2X4 BLOCK NAILED TO EACH inirnun de h.. BRACE WITH 4-10d NAILS TOA 2 x 6 IDP PLATE + s 12 s 12 s 12 s 12 s 12 6 12 s 12 s 12 All exterior footings and foundation S d COOLER 24 s 12 6 12 6 12 6 12 8 12 6 12 6 12 B 12 tend below he ost line specified in Table RR301.2(1)all 10-8a 7 SHEARWALL SEG. DETAIL TYP. o`er NAILS LE O.C. PEPoYE1En EIKE ZOtE 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 z shall be pla a least 12 inches (305mm) bellow the NAILS 16 6 12 6 12 6 12 s 12 6 6 6 6 6' 6' 6' 6' RIDGE TENSION STRAP RIDGE BOARD OR 19.2 6 12 6 12 6 12 6 6 6' 6' 6' 6' 6' 6' 4' 4' 1�X 20 G.A. sr�� RIDGE BEAM a a a a a a a • - 1d. STRAP NOTE; 24 6 12 6 12 6 6 6 6 8 6 8 s 4 4 4 4 RAFTER N ar Ift a a a a a a crete and asfoundation walls. ENDWALL 1-SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S.) - - E6. - WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM MIN 6 6 6 6 s s 6 6 4 4 4 4 shall be sellcte I and constructed in accordace with STUD SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. or Rug '�10' a a a aaour s 6 s e 6 s s 6 s s s s s this sectio or in accordance with ACI 318 or ACI 8d COMMON NAILS @ 6"O.C.EDGE&FIELD °4' ® INTERIOR ZONE SWAIM SIZE RAFhR/IRIISs sPAalc ►AAMBER OF rb coMeNaN NNS a toe BOX NMS (tidies ac) PER SLIPM � 3 402 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTUREDEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf UNLESS OTHERWISE NOTED. 14 OR 1A SHEATHING t2-19.2 2 2 2 2 2 2 2 2 3ENERA CEILING BRACING GABLE ENDWALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) ® PETZIMETER ZONE THREE SECOND GUST WIND SPEED R inforcing steel shall meet the requirements 8 11 11 a 616, A 6 0 766 The minimun yield strength of &DETAIL 4(HOLD DOWN&CONN). (mph) 85 90 171�17110120 130 too 150 +�0�+SNEA+�+G 12-19.2 3 3 , 3 3 3 3 3 shall be 40,000 psi (Grade 40) (276 MPa). Vertical GABLE ALL -NAL ACING AT PANEL AX ( EDGE ZONE). ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS f-NAL SPACING AT NIERIIEDIAIE SUPPORTS N RE PANEL FEED(in.) 311 reinforce ent shall be place no closer to the 00 IN EACH END OF 1-1/4' STRAP.z34.5.6,7 I.- FOR ROOF SFEAITING M1FIx/4 FEET OF THE PEPoIEIER EDGE OF RE ROOF,NCLIDNG 4 FEET ON EACH SDE OF 1FIE ROOF PEAK,THE 4 FOOT Pl76MElER EDGE 201E AITAONENT Ili SNAIL BE USED. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2'-0"O.C. I 2'-0^O.C. I 2.-TABIILAIED 12 NCH CIG NN.SPACING ASSUMES SHEATHING ATTACHED To RAFTER/TRUSS FRAMING M OMM MIH G X49. FOR M NG MEMIERS MIH 0.42 �44%TEE NAL :he wall tha on -half the wall thickness. Steel TABLE 8301.6 foundation wall shall have concrete cover In SPACINGS SHALL BE REDUCED TO 6 NOES 0.G STRUCTURAL MEMBER ALLO 16 1 2 2 2 3 4 4 5 3.-TAR)ATED 6 NCH CIC.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFIFR/TIIUSS FILMING MENEM MTH G �L49. FOR FRAYING MEMBERS"0.42 <449.TIE NAL APPLICANT SPACINGS SHALL BE REDUCED TO 4 NOES O.C. AC 318. 20 2 2 2 3 4 4 5 6 4-TABU.ATED 4 INCH CIC.NAL SPACING ASSUMES SHEAIHNG ATTACHED TO RAFTER/TRUSS FILMING IEMBMS MRH G )IL49. FOR FRAYING MIMM MRI 0.42 It�.49,THE NAL 0 0 0 RE RE MENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L/180 3:12 24 2 2 3 3 4 5 6 7 SPACINGS SHALL BE REDUCED To 3 INCHES O.C. NO FINISHED CEILING ATTACHED TO RAFTERS T T-O"O.C. I 1/2"O CARRIAGE BOLT(MIN.) r-O"O.C. 28 2 2 3 4 5 6 7 8 S-TABU IED NAL SPACINGS ASSUME A BUILDING LOCATED N OPOSIRE B W/WASHER&NUT(TYP.) 32 2 3 3 4 5 7 8 9 essed lightin fi tures.When installed in the building envelope, INTERIOR WALLS & PARTITIONS H / 180 36 2 3 4 5 6 7 9 - shall meet me of the following requirements: FLOORS AND PLASTERED CEILINGS L / 360 8 TYPICAL BOLT PATTERN FOR FLITCH PLATE 12 1 1 1 2 2 2 3 3 16 1 1 2 2 Z 3 3 4 WAND ( ) 6s 90 too 1tD t2o 130 too Iso ed, manufa tur with no penetrations between theinside of the ALL OTHER STRUCTURAL MEMBERS L/ 240 4:12 24 2 20 1 2 2 3 3 4 5 6 =lxture andc fling cavity and sealed gaskeeted tH) prevent air leakage NOTE: 28 2 2 3 3 4 5 6 7 sTRucTURAI sHE,►T►,INc nconditione space. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L / 360 32 2 2 3 4 4 5 6 7 E F E F E f E F E f E F E F E F DANIELEL 1ST STREET, S LLC t. FOR GABLE ROOFS 10' TO 45' PITCHES. 36 2 2 3 4 5 6 7 8 sEAT1INc LACAIION ' S'nA sPIMcxHG RIDGE PLATFORM FRAMING ONLY. 12 1 t 1 1 2 2 2 3 ( ^�> M6tI1U11 NM SPACING FOR coMMON Nus or toe Box VINs 138 SOUTH 1ST STREET,SUITE 103 non-IC rat d, i stalled inside a sealed box EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L/ 240 2. SEE FASTENING SCHEDULE A FOR NAILING ac) LINDENHURST,)482-85 11757 td from a inim n 0.5-inch-thick (12.7mm) g;lpsum wallboard IN EA. ZONE 16 1 1 1 2 2 2 3 3 NTEROR ZONE 12 (63RKO@7 M EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L/ 120 20 1 1 2 2 2 3 3 4 6 12 6 12 6 12 s 12 6 12 6 12 6 12 6 12 Icted from pr formed polymeric vapor barrier„or other 5.12 24 1 2 2 2 3 3 4 5 16 DANIELBURKO@GMAILCOM ZZRR303.3 Bathroom water closet compartment 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 assembly m nuf ctured for this purpose, while maintaining NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other similar rooms shall be provided 28 1 2 2 3 3 4 5 5 24 s t2 s t2 s t2 s t2 s 12 a ti 6 t2 s t2 with aggregate glazing area in windows 32 2 2 2 3 4 4 5 6 PERNETER EDGE ZONE 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 STRUCTURAL ENGINEER learances o no less than 0.5 inch (12.7) frons :hes (76mm frinsulation material. a = THE NAND LOAD SHALL BE PERMITTED TO of not less than 3 square feet (0.279 m2), � 2 2 3 3 4 5 6 7 to 6 12 8 12 8 12 6 12 6 12 B 12 6 12 6 12 one-half of which must be o enable. 12 1 1 1 1 2 2 2 2 6 t2 s 12 s t2 s t2 s 12 s t2 6 t2 s 12 BE TAKEN AS 0.7 TIMES THE COMPONENT AND op enable. LOADS FOR THE PURPOSE OF THE 16 1 1 1 2 2 Z 3 3 24 a I a :ed, in acco dance with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. EXCEPTION: The lazed areas shall not be 6:12 2O 1 1 2 2 2 3 3 4 g 24 1 1 2 2 3 3 4 4 BOARD SHEATHING or LAP SIDING ninute (ch, (0. 44 L/s) air movement from the conditioned required where artificial light and a mochanical 28 1 2 2 2 3 4 4 5 sNEAIHNc srtE RAPIER the ceiling vit .The lighting fixture shall be tested at ventilation system area provided. the minimum 32 2 2 2 3 3 4 5 5 (Nndaa a Aa+c Nuri HE PM SUPPORT or Loa 11ox Nus 75 Pa) pres ure difference and shall be labeled. TOP PLATE SPLICE REQUIREMENTS ATTIC SPACE. ventilation rates shall be 5f cfm he space for 36 2 2 2 3 4 4 5 6 FOR WIND EXPOSURES B&C intermittent ventilation air from the space tab OR 1x8 SHEATHING t2-24 2 2 z 2 2 2 z 2 Shall be exhausted directly to the outside. 12 1 1 1 1 1 2 2 2 TOO LARGER SHEATHING 12-24 3 311 3 3 3 3 3 3 ONE STORY SLAB ON GRADE 1s 1 1 1 2 2 2 2 3 20 1 1 2 2 2 3 3 3 E-NAIL SPACING AT PANEL EDGES(in.) 7.28303.6 Stairway illumination. All interior 7.12 - 12.12 BUILDING MIN.SPLICE § 28 1 2 2 2 3 3 4 4 F-NAL SPACING AT NTEf61EDIATE SUPPORTS N LIE PANEL FIELD(h.) PACIFICO ENGINEERING,PE TABLE 402.2 DIMENSION LENGTH and exterior stairways shall be provided with 700 LAKELAND AVENUE,SUITE 2B a means to illuminate the stairs, including 32 2 2 2 3 3 4 4 5 1.- FOR WALL SEAI M M1HN 4 FEET OF THE CORNERS THE 4 FOOT F4RIMM EDGE ZONE ATTACHIDNT REQUREMOM SHALL BE USED. BOHEMIA,NY TOP PLATE SPLICE LENgTH the landings and treads. Interior starwa 36 2 2 2 3 3 4 5 6 L-TABULATED 12 NCH CIC.NAL SPACING ASSUMES SHEATHING ATTACHED STUD FRAMING MEMBERS WTH 0 �.49. FOR FRAMING MMM IM a42 't 14.49,INE MNL SPACINGS SHALL 631-988-0000 SPECIE OMPRESSIVE STRENGHT OF CONCRETE 12,_0„ 2'-0" BLOCKING Shall be capable of illuminating tread and EEREW[EDTO6NCHESO.C. 1. -TABUL.ATED CONNECTION RETS SHALL BE PERMITTED TO BE A MULTIPLIED BY 0.70 FOR FRAMING I-FOR EXTERIOR PANEL SDM GALVAIM BOX NAILS SMALL BE PERYTTED TO BE MMM FOR COMMON NNS 16'-0" 3'-0" BACK @ 4'-0"O.C. landings to levels not less than 10 foot NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS MINIMUN SPECIFIED 201-0. 4'-0" candles (108 Ix) measured at the center of 2.-TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 4.-TAWLAIED MAL SPACINGS ASSUIME A WLDNG LOCATED N EXPOSURE B �R LOCATIONS OF 24'-0 '-0° COMPRESSIVE STRENGTH A fc treads and landings. Exterior stairways 3.-TABULATED CONNECTION Ql11REMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY 28'-0" 5'-0" .4 shall be provided with an artificial light DEAD LOAD(0.6 x 10 p4 P,- 'ETE CO S RUCTI ON 32'-0" 6'-0" a source located in the inmediate vicinity 4.-TABUKIED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING FOR DIFFERENT of NEY�' Weahering potentialb d of the to landing of the stairway. WITH FINISHED CEILING ATTACHED TO RAFTERS `i Y 36'-0 T-0' 3 P 9 Y• RIDGE STRAP SPACING,MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BL7.OW: 40'-0" 81-0. SECOND FLOOR. Exterior stairway providing access _p from the outside grade level shall be provided RIDGE STRAP SPACING (in.) 12 16 19.2 24 48 INTERIOR WALLS AND PARTITIONS H/180 eH �C/Fid 10'-0" with an artificial light source located in the MULTIPLIER 1.00 1.33 1.60 2.00 4.00 FLOORS L/360 60'-0" 12'-0" immediate vicinity of the bottom landing CEILINGS WITH BRITTLE FINISHES INCLUDING ' ' [L wall, foun at ons and other 2,500 2,500 2,500c 7 _O" ) '-0" 5.-WHEN THE TABULATED NUMBER OF NAILS RE�)IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE ( C7 a t I lc of the stairway. NO��NGU�ACHED IN ACCORDANCE WITH TABLE 3.1,THE RIDGE STRAP AND ADDITIONAL NAILING IS PLASTER and STUCCO) L/360 of exposEd the weather 80'-011 16'-0" �I EXCEPTION: An artificial light source is not required CEILINGS WITH FLEXIBLE FINISHES (INCLUDING slabs and in erior slabs On 6.-WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP,THE NUMBER OF 10d COMMON NAILS RE RED L/240 slabs garag fl Or slabs 2,500 2,500 2,500c BLOCKING2BAYS at the top and bottom landing, provided an GYPSUM BOARD) IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF Sd COMMON NAI INAept �O 066182 artificial light source is located directly over STEEL.STRAP OR THE NUMBER OF 12d BOX NAILS IN EACH END CIF THE COLLAR 111 NEED NOT EXCEED TELE ALL OTHER STRUCTURAL MEMBERS q !G BACK @ 4'-0"O.C. each stairway section. TABULATED I(UMBER OF 10d BOX NAILS IN A STEEL STRAP. L/240 �. TOP PLATE SPLICE REQUIREMENTS 7.- 1-1/4'20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. EXTERIOR WALLS - NAND LOADS °WITH PLASTER H/360 R�FESSIO�P OR STUCCO FINISH wall, foun at on wall, exterior wall FOR WIND EXPOSURES B&C PROFESSIONAL SEAL vertical c nc ete work exposed 3 o0od 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS - WIND LOADS °MATH OTHER BRITTLE FINISHES H/240 p :2,500 � APPLICATION NUMBER 3ther. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/120d FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING BUILDING MIN.SPLICE FIRST FLOOR. arport sla s and steps DIMENSION LENGTH SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT LINTELS SUPPORTING MASONRY VENEER WALLS a L/600 NUMBER OF NAILS. the wea he ,and garage 2,500 3,000d,e 3,500d,e JOB NUMBER NOTE L= SPAN LENGTH, H = SPAN HEIGHT obs. 12'-0" 3'-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING 2018 RESIDENTIAL 16'-0" 4'-0" LOCATED IN EXPOSURE(B). A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SMALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM per square 1 ch 6.895 KPA. 20'-0" 5'-0" TABLE 8301.2(2). ATE 24'-0" 6'-0" 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. B.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 10-14-19 28'.0" T-0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS, (H) BLOCKING 2 BAYS 01.2(1) for eat Bring potential. 32'-0" 8'-0" THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BACK @ 4'-0"O.C. C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS hese locatio s t at may be subject to freezing and 36'-0" 91-01, BY H/8. DR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD 40'-0" 11'-0" DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS ConstructiO sh ll be air-entrained in accordance 4 - TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL SUPPORTING EDGE OF runs, THE TOTAL LOAD DEFLECTION uni SHALL NOT EXCEED L/175 FOR EACH n acc int..•i /an rro nor cvnor i curet K nac unttaro raanun¢o is uror eTwurtur rro J. 50'-0" 13'-0" 9 SPLICING OF TOP PLATE 10 BLOCKING AT ENDWALL 60'-0" 16'-0" be air entr ine .Total air content (percent b volume 70"-0" 191-01, W SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) LOW-RISE RESIDENTIAL COMPLIANCE PATH R402.4 AIR LEAKAGE(MANDATORY).THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC COMPLIANCE PATH AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND R402.4.4. FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND R402.4.1 BUILDING THERMAL ENVELOPE.THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2.THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL 02 (R402) BUILDING MANDATORY + TOTAL UA ALTERNATIVE CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS(ADHESIVES), MASTICPLUS- ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THERMAL ENVELOPE EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES.TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL R402.4.1.1 INSTALLATION.THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS �� S MANDATORY BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED"181A-P"FOR PRESSURE-SENSITIVE TAPE, "181 AM" AND THE CRITERIA LISTED IN TABLE R402.4.1.1,AS APPLICABLE TO THE METHOD OF CONSTRUCTION.WHERE REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL SECTION R403.3 - SYSTEM ( .COMPONENTS AND VERIFY COMPLIANCEU) FOR MASTIC OR"181 A-H" FOR HEAT-SENSITIVE TAPE. z D CTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONSR403.3.1 THROUGH DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR.TESTING SHALL BE R 03.3.5. TS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM)AND SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS).WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY.A � w R 03.1 CONTROLS(MANDATORY). CRIMP JOINTS FOR ROUND METALLIC DUCTS _ MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL BE PERFORMED AT ANY TIME AFTER � EACH SEPARATE HEATING AND COOLING ND FLEXIBLE AIR CONNECTORS SHALL COMPLY CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING(SEE TABLE R402.4.1.1), OPERABLE WINDOWS AND DOORS U) A LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EA TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS A MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. W S STEM. WITH UL 181 B AND SHALL BE MARKED"181 B-FX" FOR PRESSURE-SENSITIVE TAPE OR"181 BM" FOR MASTIC. FITTINGS USED IN Z PROGRAMMABLE THERMOSTAT. IR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES(51 MM)FOR DURING TESTING: co R .03.1.1 PRO COMBINATION WITH FLEXIBLE AIR DUCTS AND > T1 E THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN 1"(25MM)ONTO THE FITTING PRIOR 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL w D LLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON LY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC MEASURES; A AI 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES; 0 THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL TEMPORARILY OPERATE THE SYSTEM TO MAINTAINZONE TEMPERATURES DOWN TO 55°F(13°C) FASTENER. NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B AND 3 INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; 0 1 UP TO 85°F(29°C).THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE SHALL BE MARKED 18113-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED,THE FITTINGS SHALL BE BEADED.THE o M NUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70°F(21,-C)AND 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; 0 OOLING TEMPERATURE SET POINT PE LOWER THAN 78°F NO HI. INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR A 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF;AND Z R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). A MECHANICAL FASTENER IN PLACE OF, OR IN CONJUNCTION WITH,THE TAPE. T PUMPS HAVING SUPPLEMENTARY HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. g, SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. H T AT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT EXCEPTIONS: EXCEPTIONS:1.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTING HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE OF 7 AIR P MP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. CHANGES PER HOUR.TO QUALIFY FOR THIS EXCEPTION,THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRIOR TO THE 2009 WASHINGTON STATE ENERGY CODE.R402.4.2 FIREPLACES. R 03.3.2 SEALING (MANDATORY). WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE,THREE SCREWS OR RIVETS SHALL BE NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR.WHEN USING TIGHT-FITTING DOORS ON FACTORY-BUILT FIREPLACES LISTED D CTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. AND LABELED IN ACCORDANCE WITH UL 127,THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE.WHERE USING TIGHT-FITTING DOORS ON MASONRY FIREPLACES, THE DOORS SHALL BE C MPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODEOR INTERNATIONAL 3_ FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), LISTED AND LABELED IN ACCORDANCE WITH UL 907. RESIDENTIAL CODE, AS APPLICABLE. ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND R402.4.3 AIR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 ,AND LABORATORY LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 US/M2),WHEN TESTED ACCORDING TO NFRC 400 OR AAMAIWDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY E CEPTIONS: AND LISTED AND LABELED BY THE MANUFACTURER. 1. IR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET A DITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET(1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONSA. FIELD-FABRICATED FENESTRATION PRODUCTS (WINDOWS, SKYLIGHTS AND DOORS).2. CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS PROVIDED (n ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE& INSTALLATION THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, OPERABLE WINDOWS AND � FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES(38MM) IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN CLIMATE ZONES 3 THROUGH 8, 0 2. STANDARDS. SU WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES,THE APPLIANCES AND COMBUSTION AIR OPENINGS SHALL z z C LUMN (500 PA), ADDITIONAL_CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR C NTINUOUSLY WELDED JOINTS AND SEAMS, AND LOCKING-TYPE JOINTS AND SEAMS OF 112" (13MM) PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN z o o Of z 0 HER THAN THE SNAP-LOCK:AND BUTTON-LOCK TYPES. ULATION MANDATORY). ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1,WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE w 1 0 R 03.3.2.1 SEALED AIR HANDIER. SECTION R403.4 MECHANICAL SYSTEM PIPING INS ( ) DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT SHALL BE INSULATED 0 � p AI HANDLERS SHALL HAVE�►MANUFACTURER7S DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F(41°C)OR BELOW 55°F(13°C)SHALL BE INSULATED TO A MINIMUM OF R-3. WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8. � W H WHEN TESTED 1N ACCORDANCE WITH TECTION OF PIPING INSULATION. EXCEPTIONS:1. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2. FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 AND = � o Q M RE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE R403A.1 PRO A HRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BETYPE IC-RATED A ww C) 2 MAINTENANCE AVD WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVE CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 US)WHEN TESTED AT A 1.57 PSF(75 PA) PRESSURE DIFFERENTIAL AND SHALL HAVE A LABEL ATTACHED z o N R 03.3.3 DUCT TESTING(MANDATORY). SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING - D CTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOl BE PERMITTED. M THODS: 1. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF - r{ tr1F1 r �-yr r7' I-I Ilrl UDING THE MANUFACTURERS AIR HANDLER 0. INCH W.G. (25 PA)ACROSS THE SYSTEM, INCL TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR _ _ r�' r . -R,_.,_...�. �.a .,f+`! . °={ t.+ a•. ' ' '►;:11•.+' " . -�.-'r-''' r E CLOSURE IF INSTALLED AT THE 0 HERWISE SEALED DURING THE TEST. 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE - 1 INCH 111�.G. 25 PA ACROSS THE ENTIRE SYSTEM, INCLUDING THE w .. ' DI FERENTIAL OF 0. ( ) ' IO '•!� ';I T)`}p4','R�1 _ ' M NUFACTUREROS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE # ►� a S LED DURING THE TEST. iV .: �I { - - - APPLICANT EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR C`f C]; ` k{''.r d t� to G{c�tt? H NDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE.~ A ITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY �• AND PROVIDED TO THECODE OFFICIAL. c: {{•:f'rd. G{u,�,d - CONDUCTING THE TESTA ! � R 03.3.4 DUCT LEAKAGE(PRESCRIPTIVE). r � ' i:f;l�(i��'� r�{,`?j� �:;11'IR s,`�'rj !")1` ,•^''�^�Q � 1 ��r.. � " -,,,. T E TOTAL LEAKAGE OF THE DUCTS, WHERE(MEASURED IN ACCORDANCE WITHSECTION �� " DANIEL BURKO DESIGN LLC e C 1- 138 SOUTH i ST STREET,SUITE 103 R 03.3.3, SHALL BE AS FOLLOWS: -i�`.�` � :r uN 757 ( DENHURST,NY 11 DANIELB3R 482-7858 MAILCOM - ! - 1. ROUGH-IN TEST:THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER "" ut,'b-r O!j e d. ca ui;,�•d c)F q n kel�d IN PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA WHERE r �= M NUTE(113.3 UM ) I IR HANDLER IS INSTALLED AT THE TIME OF THE TEST. WHERE THE AIR HANDLER IS NOT cf a ,urs TME A STRUCTURAL ENGINEER . 3 TALLED AT THE TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO IN 1 Iilrt7 10 'S, -:m 11fc,au�e cau'k.ed c'r t •' _ ' a t 3 UBIC FEET PER MINUTE(85 UMIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR rga`kete tri tCp v{ Al ZEA. I A s` I 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC {, n r'i•+»s;�°{ r ; r l �,i r:►!r� i or CONDITIONED FLOOR AREA. " . F ET PER MINUTE (113.3 L/I��IN)PER 100 SQUARE FEET(9.29 M2)OF i ; ,! �,-�tr �: t�^r t '"i 1 ;: ,I'a -. r_. .. z I r NY R 03.3.5 BUILDING CAVITIES(MANDATORY). NG,PE 700 LAKELAND AVENUEPACIFICO !SUITE 28 CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. I ' $ ! r' s. _ B ILDING FRAMING1 j ,,�:` BOHEMIA, 00 S �.1' `�`' � x 831-988-0000 i i per �°y<,..L�'� � a �Trr -*=,v.,.•-: _ ! 3'1 ,..{ f r^' �.„�'"`` 1 � i ! ,.� ' � '`9��'us.., -� *"'.1 t..,l� __ ti"►^ r�! ,.. 9�. -.�_` �! 1 f F'�r!r' ". ;'^ �+I I I i 11 '`^ • °.. - _+ r:' `11rK,:s... c rr :x':'11 r:' :c •� f.`:=1rr pE NEI'V j 4 { r' - - -7. r."..,'h�^.r �.Ilr:�t`i r'" ,�.t•! L@X AN fi'CZ O q f]rj,t,:r'I rte;.rlk:r^'�i CIIJE_�i Or y" n `- n t a�s f-y1 �} l�r.l: l'•.!�1Pd t h� itlIt PllI � Lu r']�_ f•. 1 �. _.t 61 I - r ..*`•,^'^ 4-`i„- -y! - t r.,n,rte r n 5- r''•' M` .,,°' `^�._ .o'er, ,TOF ss • • � * 11+.!'s 3, ,•r# e •A - 1 PROF SEAL {i Sub r,ar g!,jc.d, caul' , d � +� t _ 'rte 1..: �, 1 - . -_ __�' � ! �q APPLICATION NUMBER �� tif"1f!'T`. C1f1^LI�F' ? !+i Irl rr r, r rrr Rim f(} r=t I ni t`:{s^ !.!re cnu ke-1 JOB NUMBER 2018 RESIDENTIAL ,'r �li}_ P. '^'�� '4) �II ,arl, ,M t l.lt w ice. 3, ! � *,f t ' y 4wwa i w. .fit. r.��+�";r�', s DATE 10-14-19 7.7 ��'y f s r ,s.'! I "._/•_3 • • •. w • r% • r1