The URL can be used to link to this page

Home My WebLink About45153-Z �"rizr � o�ovafFalk�pG. Town of Southold 4/29/2022 y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43015 Date: 4/29/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14300 Route 25,Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-11-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2020 pursuant to which Building Permit No. 45153 dated 9/1/2020 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 sin le-family dwelling-with unfinished basement, covered entry,rear deck and attached garage as applied for. The certificate is issued to Roman Catholic Church of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0095 1/7/2022 ELECTRICAL CERTIFICATE NO. 45153 11/16/2021 PLUMBERS CERTIFICATION DATED 9/30/2021 JosfpkTepley n I Au 0 'zed i ature TOWN OF SOUTHOLD �SUFFoc,r BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45153 Date: 9/1/2020 Permission is hereby granted to: Roman Catholic Church Attn: Michael V. Flanagan, Esq 50 N Park Ave Rockville Centre, NY 11571 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 14300 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 114.-11-1 Pursuant to application dated 6/1/2020 and approved by the Building Inspector. To expire on 3/3/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,299.60 CO -NEW DWELLING $50.00 Total: $2,349.60 Building Inspector Form No.6 TOWN OF SOUTHOLD _ BUILDING DEPARTMENT D �.� j `�� TOWN HALL u n LS 765-1802 U APPLICATION FOR CERTIFICATE OF OCCUPANCY JUL 2 2020 This application must be filled in by typewriter or ink and submitted to the Building Department , A. For new building or new use: HOLD 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 I%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. June 23, 2020 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 14300 Main Rd. Mattictuck House No. Street Hamlet Owner or Owners of Property: Roman Catholic Church of the Sacred Heart Suffolk County Tax Map No 1000, Section 114 Block 11 Lot 1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Carol Davdison/Lona Island Health Dept.Approval: Underwriters Approval:dular Homes Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 50. 00 Applicant Signature i D JUL 2 0 2020 Building Department Application BUMDINC.DEPT. T � `'.;1'?.HOLD AUTHORIZATION (Where the Applicant is not the Owner) i I, �W EPA Lv' "'S*Q u-t idin at / � D X �d& C(.Z g (Print property owner's name) ((Mailing Addre } do hereby authorize Carol Davidson/ Long Island (Agent) Modular Homes, Inc. to apply on my behalf to the Southold Building Department. 7 , )L (Ovine ign re) (Date) SJoS e Gji S � e(y rint Owner's Name) V, i o�'*V SO(/ry®l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c sean.deviin(a)_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roman Catholic Church Address: 14300 Route 25 city:Mattituck st: NY zip: 11952 Building Permit#: 45153 Section: 114 Block: 11 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Cell Electric License No: 1022ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 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 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: 200A Panel 42 Circuit/ 34 Used Notes: Modular Inspector Signature: 1 Date: November 16, 2021 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ... CQ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Dater 01130�ZUZ Building Permit No. 4�-►�3 Owner: (Please print) Plumber- (Please p int) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. Sworn to before me this day of % , 2 , 2021 TARA COLLETT] NOTARY PUBLIC-STATE OF NEW YORK 1� No.O1 C06309284 Qualified in Nassau County My Commission Expires 08-11.2022 Notary Public, County . # TOWN OF SOUTHOL-D BUILDING DEPT. urm '' 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: (1) lzo a �wvw t Vl av -6 _.a� r 'A4,&k 04. DATE, o6040 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. courrtv��' 765-1802 INSPECTION [ ] F 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: Lo Y-\/ rJ40k Uocv6p\ {( WAN, I-#v V DATE,JQy_36DINSPECTOR �'i •�✓ SDE SOUTH # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST , [ ] -ROUGH PLBG: [ ] UNDATION 2ND [ ]--INSULATION/CAULKING - [ FRAMING /STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 7Q7,V INSPECTOR SOF SOUI # # TOWN OF SOUTHOLD BUILDING DEPT. - Own' EPT.Ow ' 765-1802 �S Fw INSPEC ON SPS, FOUNDATION 1 ST [ ]' ROUGH PLBG. [ ] FOUNDATION'°2ND [" ] - I ULATION/CAULKING [ ] FRAMING [STRAPPING [ FINAL kJb [ ] FIREPLACE & CHIMNEY [ ] -FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] - ELECTRICAL (FINAL) { ] CODE VIOLATION [ ] PRE C/O rr REMARKS: 1 ��/ i^ �b�✓ A- roodlo coh . 1 -rers v ah o.- go-pl IJ In DfA �1 f�l� T16 Com' cel 6-*A, G Val DATE Z� INSPECTOR OFSO//lyo�o LI ✓ I ✓ / �lOt� �� 2� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ' ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� ' � 44o a Nta DATE INSPECTOR r o��OESOUT9p # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSIPECTION [ ] 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:. ' I�•-a Ox DATE l INSPECTOR �� o�aOF SO(/TyO # # TOWN OF SOUTHOLD BUILDING.DEPT. - ,� 765-1802 W61"I 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: Nr�i�4 �3J DATE INSPECTOR SOF so # TOWN'OF SOUTHOLD BUILDING DEPT. `ycoutm��' 765-1802 INSPECTION E. ] FOUNDATION 1ST [ " ] ROUGH PLBG. ]' FOUNDATION-2ND' = ' [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE.& CHIMNEY f ]° FIRE SAFETY lNSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] -FIRE RESISTANT PENETRATION [ ]'ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r ' REMARKS:. f -Pvmv AOA - Oyl r74r� - T(/_ e2v DATE �ZI ��-I INSPECTOR � � '4 12evo oF souryOlo �� l , # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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: . � r io. In V DATE INSPECTOR NEW YORKBUILDING nri TEC M N O..I O GY GROUP Affidavit Of 2020 ECCC Compliance Date: 3/3/2022 Inspection Address: 14300 Main Road, Mattituck NY This is to Certify that on 2/14/2022 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 2406 Blower Door Test Result: 10 Conditioned Volume: 20451 Leakage in ACH50: 3.00 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system ha b n t d by in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: AHU1 Leakage CFM@25: 61 Supply R-value: 8 Return R-value 8 System 2: AHU2 Leakage CFM@25: 31 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 92 CFM@25 Leakage Limit: 96.24 JCFM@25 1 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: Timed Bathfans As Tested: 197 Required: T 54 M1507 Compliance I Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Applicable HERS QA Provider: Signature-of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street;Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities.. 159 Route 25A, Bldg 1 Suite B, Miller Place,NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com Our Lady of Good Counsel - Rectory 14300 Main Road, Mattituck, NY 11952 Fire Protection Sprinkler Hydraulic Calculation Package Designed by: Q 0 smith miller C�O N S U LTA N G E N G I N E E R S' 38 N.Main Street,Pittston,PA 18640 Phone: 570-299-5865 Fax: 570-299-7865 www.SmithMiller.net SMA Project No.20-076 July 17,2020 OF NI;WYORF CtlARtES C.SMITH S No084373:1� �OF�S1Q"i' INDEX 1. Calculation Summary (Kitchen Design Area) 2. Hydraulic Analysis for Design Area No. 1 a. Flow Diagram b. Water Supply Demand Graph c. Node Data d. Pipe Information OF NEW y0 O RLES C.SMITH � S . k0843731 �FlwcSlQt�`�' - CALCULATION SUMMARY Project Name:Our Lady of Good Counsel Project Location: 14300 Main Road Drawing No.: City: Mattituck, NY 11952 Design Areas Design Area I Calc.Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source W) (gpm) (psi) (gpm/ft') (psi) (gpm) # (gpm) (psi) 1 Demand(HW) 648 26.4 Required 0.04 7 13 2 0 9.5 62.5 File:H:\SM Projects Active\20-07614300 Main Rd Residence-FP\Calculations\Fire Protection\03 Sprinkler Date 7/17/2020 Calculations\20-076-F201CALC.dwg Pagel Copyright 02002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name:Our Lady of Good Counsel Contract No.: City: Mattituck, NY 11952 Project Location: 14300 Main Road Date:7/17/2020 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location KITCHEN DESIGN AREA Occupancy Classification Density(gpm/ft2) 0.04 Area of Application(ftz) 648 Coverage per Sprinkler(ft) 324 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 26.4 Required Pressure at Source(psi) 62.5 Type of System Wet Volume-Entire System (gal) 41.4 gal Water Supply Information Date MM/DD/YYYY Location Source W1 Notes File:H:\SM Projects Active\20-07614300 Main Rd Residence-FP\Calculations\Fire Protection\03_Sprinkler Calculations\20-076-F201 CALC.dwg Date 7/17/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job:Our Lady of Good Counsel Node Labels: Off Pipe Labels: Off Diagram for Design Area: 1 (Ootimized Hvdraulic Simolified) File:H:\SM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03_Sprinkler Calculations\20-076-F201CALC.dwg Date 7/17/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:Our Lady of Good Counsel Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 72 2265 60 Supply Analysis Static Pressure. Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (Psi) (gpm) (psi) (gpm) (Psi) W1 72 60 2265 72 26.4 62.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 26.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Total Sprinkler Flow(gpm) 26.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 62.5 W1 -Flow(gpm) 26.4 Demand w/o System Pump(s) N/A File:H:\SM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03_Sprinkler Calculations\20-076-F201 CALC.dwg Date 7/17/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job Our Lady of Good Counsel Hydraulic Analysis for: I sWTV a Sw�.0—d 0 AwRaNdIt 9.11. 100. ..... ......... ......... ............. ---------- e --- .......TL . .... z. mil 0G 3e3 aon ............. ....... .... .. .. ...... ............ .......... 777�� ------------ ....... ........ ....... .......... ...... ..... .......... . . ... ....... ... ........... ......... .... --- -- ------ .................... ...... 40• --- ---- ------- ...... ...... 7 ..... . . ....... ....... . ............. ...... .... .......... ..........:... ... ........ .. ... ....... ........ 2o. ........................ .......... ....... ........ ......... ...... -------- ....... ....... . ........ ----------------------- ------------- ----------- -- ............... ......... ...... ...... ... .......... 0 mo -ECO ow 1000 t10o 1200 IXG 144 I'co IEW 1100 t= IM 2000 2100 2200 2300 2300 RD-.op'n File:HASM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03—Sprinkler Date 7117f2020 Calculations\20-076-F201 CALC.dwg Page 5 Copyright 0 2002-2012 Tyco Fire Protection Products Job:Our Lady of Good Counsel Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 72 S2 Supply point#2-Residual 2265 60 D1 Elevation Pressure 0 9.8 D2 I System Demand 26.4 62.5 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow(gpm) Supply 72 28.9 9.5 26.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 1 Overhead 324 4.9 0.04 13 7 0.041 13.4 7.5 Sprinkler 2 Overhead 324 4.9 0.04 13 7 0.04 13 7 Sprinkler File:H:\SM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03_Sprinkler Calculations\20-076-F201 CALC.dwg Date 7/17/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:Our Lady of Good Counsel Hydraulic Calculations/Fluid Delivery Time Analysis Node Data 'Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ftz psi psi ft gpm/psil/a gpm gpm/ftz psi gpm 2 Overhead Sprinkler 4.9 13 324 7 7 10.5 HEAD Open 0 0.04 -9.7 13 1 Overhead Sprinkler 4.9 13.4 324 7.5 7 10.5 HEAD Open 0.5 0.041 -9.7 13 48 Node 7.8 11 NODE -10 02 Node 8.3 11 NODE -10 28 Node 26.5 -5 NODE -3 29 Node 27.2 -5 NODE -3 30-0 Node 27.4 -5 NODE -3 30-I Node 31.8 -5 NODE -3 wl Supply -26.4 62.5 -12 SUPPLY 0 File:H:\SM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03_Sprinkler Calculations\20-076-F201 CALC.dwg Date 7/17/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:Our Lady of Good Counsel Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) .Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) Wm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 2 10.5 4.9 13 l 1x(us.Tee-Br)=5 10.26 120 7 48 11 13 1.049lx(us.90)=2 7 0.0581 -0.2 17.26 1 48 11 0 1 12 120 7.8 02 11 13 1,097 0 0.0467 0 12 1 0.6 02 11 13.4 12x(us.90)=4.97 53.49 120 8.3 28 -5 26.4 1.0971x(us.Tee-Br)=6.22 11.19 0.1741 6.9 64.68 11.3 28 -5 0 1lx(us.90)=2 0.97 120 26.5 29 -5 26.4 1.049 2 0.2165 0 2.97 1 0.6 29 -5 0 1.251x(coupling)=1 3.15 120 27.2 30-0 -5 26.4 1.38 1 0.0569 0 4.15 0.2 30-0 -5 0 1.25 1.11 0 27.4 Ames200013 30-I -5 26.4 0 0 3.9515 0 *** 1.11 4.4 30-I -5 0 1.25 3x(us.90)=9 475.62 120 31.8 Wl -12 26.4 1.38 9 0,0569 3 484.62 27,6 W1 62.5 Path No: 2 1 10.5 4.9 .13.4 11x(us.Tee-Br)=5 10.26 120 7.5 02 11 13.4 1.049lx(us.90)=2 7 0.0619 -0.2 17.26 1.1 02 8.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 9.79 ft/s occurs in the following pipe(s): (29-28) *** Device pressure loss (gain,in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:H:\SM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03_Spdnkler Calculations\20-076-F201 CALC.dwg Date 7/17/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Our Lady of Good Counsel Device Graphs Pressure vs. Flow Function. Design Area:1; Supply Ref.:W1; Supply Name:W1. R4 75 'r0 65-'- 60-: 55 .Z 50 CL i� 4� y 40- y CL 3� 30-- 25-- 20-- is 0ti2a15 10 0 0 0 o o o' o 0 0 0 .e m 'n n oa a o .�. o n' s x+ [4 Flow,gpm Pressure Loss Function Design Area t; BFP'.Ref.: 87:(Ames2800B,. Size= 1.25); Inlet Node: 30-1; Outlet Node: 30-0 11.1 10.1 9.1 F:1 a ra ai � 8.1 v i.l 4;4.p3i&2¢:4.4Pm CL '41 3.1 2:P 1.1 0:1 0 0 0 0 0 0 0 0 0 0 -» zra M. _ �o �- cc a 0 Flow,gpm File:HASM Projects Active\20-076 14300 Main Rd Residence-FP\Calculations\Fire Protection\03_Sprinkler Calculations\20-076-F201 CALC.dwg Date 7/17/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 9 co cvj ' Lo m cn M a C14 .: •.rrr Aft 4ppwp- u-- .- �r w y� / , • •• ~ 1 .t�ke.'.$ � ' � _ } � $� E � _ F � _� };� e -�A ' � �>• � ` �� , , �..� t 3 r :� ; �"' � ,' ^ � �� Y .p w` } � � Y ' , � �r� � S-� �,. „ .., � � r§?::. )� ,h mev �. Me e r MM i rt �s s t; 5'. k l .. j ti i *hr =�x k,f :.. , <x� a_ ter. j+ " a r t �#j 4 r i3 f _ a <L-- & IL-1 /3 i ♦ a �u;.. I e •y�yA. 7 a e 7 d w r t.�r rx air ae w a►�•l+�rA*�+��: r, fr t ... ,,. t fi x a d f a i 3r w i{I r 01988578578 0071 4 .................. ............ ww o ' Yi1FNRARIYIYI" t [:' 4. s 1 i ...x - .. - ` ' 4 ' t i I C _ y I j } i �I 1 r i? .s nt WFIRY �! 9 • r e - ` •PLUM:INGe • STAT E • • re - WWI �I e —m�.o If Win zm- WAIZ � 1' Iris I _ i►• - �. w �s �i � �, 0 ' BVI' E 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 �j Survey Southoldtownny.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 20026 Mail to: Disapproved a/c — - nm Phone: Ex laiiofi _ 20 i Building Inspector JUN - a 2020 APPLICATION FOR BUILDING PERMIT Date 20 Zb INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) AER-tc"D A 117,53 (Mailing Address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder CEts£Izatt_ Name of owner of premises Rc t.t & CPul'to L-tc C.t1UQXA4 DF ilkt —9M9bi R- -lT (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) /' \ Builders License No. "2)R—;t-7 Plumbers License No. Electricians License No. :3:13 5 F— Other Trade's License No. 1. Location of land on which prod work will be done: l�(30o M�tN 47. tjjgn-t uc House Number Street Hamlet County Tax Map No. 1000 Section l y Block t Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy RFC-- 3. FC—3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor otaC- �zQy If garage, number of.cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. *�I 7. Dimensions of existing structures,if any:Front Rear Depth 0�► Height Number of Stories -& , I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 74 /o� /z Rear 79 1 O/� Depth 3 I:'.•� Height �' I q�L" Number of Stories � r l�o 9. Size of lot: Front g Rear 3 I .?S� I Depth- a 72- 7r L S� S,rBn r 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated /�- 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO_ CX Will excess fill be removed from premises?YES NO---, KE C-+'4 - dr- t-y+TrTur-k- 14.Names of Owner of premises 1W—-- Lay)Or/Ar Address_ f N..3G0 hAty Kb Phone No. 403 t`'73Y—CRA Name of Architect Address Phone No Name of Contractorlv+j4 tst vi,,) hwDLXAR&nz-S Address 6�ru QdsiR� hone No.65 6, 1761,-7n,:3 _iE1ZrC� N� t r?� 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. if elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) h/%A eypoj being duly sworn,deposes and says that(s)he is the applicant (Name of individual i�gningg contract)above named, (S)He is the r�N��v_CT&I), (Contractor,Agent,Corporate Officer,etc.) of said 6wner 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. SworD,to before me this ota u Signature of Applicant LAURIE ANN WAGONFELD NOTARY PUBLIC,STATE OF NEW YORK NO.01 WA6396360 QUALIFIED IN NASSAU COUNTY COMMISSION EXPIRES 08/19/2023 � OGy BUILDING DEPARTMENT-Electrical Inspector c < TOWN OF SOUTHOLD o _ V� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 AV Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate ca"- Date JVO Vey 10 2020 Customer Name&rnaa CA61ic, CUrG6 Electrician Name Address M � MuffiLuck NL Phone e-mail e-mail jqnq d � 5D on+onJ.'je, oef Phone License# ` 5— Size C)C) A Phase Overhead _Underground #of Meters Remarks #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' 2va0±= Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ' V Telephone (631) 765-1802 - FAX (631) 765-9502 hY�� ` , rogerrasoutholdtownnX-gov -,seandD-southoldtownnygov. APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: I/1Z9 2,OZ O Company Name: ad wry Name: License No.: 713.�-- email: n .e,l 90&0(1 .✓I e ✓l.e4- Address: Phone No.: 31 - 3- !X7(0 JOB SITE INFORMATION (All Information Required) Name: S c� �� k e�-�;s Sao 12eeve. w ✓��. Add re- Cross Street: Q J,as- ('W""w 2J Phone No.. ! -b ;. Bld Permit#: l '5 _ email: ,� �� /, z ,vte 9. �4:, Tax Map District: 1 Q00.... _ Section'. Block::. _. s - Lot BRIEF DESCRIPTION OF WORK (Please,Pnnt Clearly) S'y Circle All That Apply: Is job ready for inspection?: YES / I' O Rough In Final Do you need a Temp Certificate?: YE / NO Issued On #-do '.Z,B Temp Information: (Alt information required) ervice Size P 3 Ph Size: .. A #Meters�_ OId.Meter# New Sery' - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground Overhead # Underground Laterals 1 2 H Frame . Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � � Request for Inspection FormAs X V �� 5V 'J� PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon.,, Genera#or Co`oktop. t . Combo .. . r. _ Transfer a, .' x v+..::.x�+...�_a,.r - �,....,-yai:,r..rvs: -x-.-.�..vw w.-.w<-e� .>m.�:.. �:.:.W+�..•« ,._.,;�......,. ..,rrn. ...ate. ,...,�... .x. -_ ...o... �_._ es..+r... __ .. E T ' ACI AH Hood �A Service _ . 'Use Amps- -Ha'e" d Special.:,.. _.__.. ._: .. _._ .. _... ._. ._. ... .. ._,. , Comments: �rr ` y;=Mp BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Of `, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov — sea ndC&,,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: t✓� I � C, Name: !:j r Cej.. License No.: email: Phone No: 5 � ❑I request an email copy of Certificate of Compliance Address.: JOB SITE. INFORMATION / (All Information Required) Name: t/ t-c-A .Address: Cross Street: Phone No.: Bldg.Permit #: Lk S 1 9--31 email: Tax Map District: 1000 Section: Block: Lot: -BRIEF DESCRIPTION OF WORK (Please Print Clearly Check All That Apply: Is job ready for inspection. ?: DYES ❑NO ❑Rough In [—]Final Do you need a Temp Certificate?: DYES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph 1--13 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground [—]Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC' I AH Hood Service Amps Hav�e� Used Special: Comments ok l CIA /_0 01-4 e .}l Scott A. Russell \�° � STOIR.AAWAXIEIK SUPERVISOR IAANA(GrIEIW1ENT SOUTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 1 �+ CI-IA>PTER 236 - STORMWATER MANAGEMENT WORK SHEET , (TO BE COMPLETED BY THE APPLICANT) D i OV[E _ ____.__.mol✓s-'�xls--��oa�cT—n�vo>;�—ter--'oro G:---' ---------- yes No (CWCX AU_THAT APPLY) JUL 2 0 2020 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. � � ��T�7(�q�'° D ❑ 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. ❑ D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on-.FIRM Map of any watercourse_. L 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 Dcpartwni Yrd0y_our Building Permit Application. Dates AFPLIEAN"rc (Property Owner,Design ProfQessnionai,AeS.C.T.M. ": 1000 rnt,Contractor,Other) - B 9 Disvict NAME H L I riJ I�1 G .�: Section Block Lot :;"FOR BUILDING 1_JEPAffl'Nl1 NT L'SE:0.-NLi: , contact Information, Reviewed By: Dale: - 8 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Man i�.Rcqu;red U (Forward to Engineering Department for Review) FORM SMCP - TOS MAY 20 1,1 APPU ANT: S.C,T.M. "; 1000 ope tPrrn'Owner,Design Prolessionil.Agent,Contactor,Other) ASitFFQk CHAPTCER 236 NAr�IE. 41��L j setiq coon I�tk ,Lor Stormwater Management Control PIan CHECK LIST a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date- The The applicant must provide a Complete`Explanation and/or Reason for not providing been 6-�dd�3o3D Dj of y y, ' all Information that has bRequired by the following Checklist! �",•,n• TCYPInn Y•on,l<r. G k A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any It m, Please Provide Just Ificat!oil Here! show all of the following items: YB NO NA If you need additional room for exp) nations, Please Provide additional Papel, a. Location & Description of Property Boundaries b, Total Site Acreage. c. Existing - Natural & Man Made Features within 500 U. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum zintervals) g. Location of all existing & proposed structures, roads, t driveways, sidewalks,drainage improvements&utilities. h, Spot Grades & Finish Floor Elevations for all existing& proposed structures, I. Location of proposed Swimming Pool and discharge ring, t evo �foopos w I{rmtiub ooh j, Location of proposed Soil Stockpile Area(s), k, Location of proposed Construction Entrance/Staging Area Ls?. _ I. Location of proposed concrete washout area(s). I rn Location of all proposed erosion&sediment control measures, 2. Stormwater Management Control Pian must include Calculations showing that the vormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall!storm event. 3. Detaik d Sectional Drawings for stormwater practices are required for approval, i Items requiring details shall include but not be limited to: I a Erosion & Sedii7tent Controls. j b. Construction Entrance & Site Access. j c. Inlet Diamage Structures (e.g.catch basins,trench drains,etc,) d Leaching Structures (e.e, Infiltration basins,swales,etc. L)Ef'AR"CfvtEN"I' USE ONLY l Additional Information is Required. Reviewed & 1 ® Approved By: Stormwater Management Control Plan is Not Complete. — - - -• - - - - - - - E] Stormwater Management Control Plan is Complete. Date: I SMCP has been approv d by the Engineering Department. FORM ' SWCP Check List -TOS MAY 2014 -A- 19 2p 34 2_0 21 J 41- STN. MON. (0 X30 \� 1383 // /, >; 01S. 22 OLS I I 21 oo 0? vj- ro 0 OT. ro 26 02r*A - 00 25 36" GRASS CO A05 p1 f�'� 3: 22 S. ou U L0 ZO� 24 4 70113 T.S. J26' GRASS CROSS STATUE TN ,0 5.0 �IECT SERVICE 2591 25.73 2" 25-91 .99 CONE. WALK 45.90 OR D. 16 4 -- R.D 0 5-69 C3 1 j 06 L 35-- 31.6 57. S 1 76 loo' S 0 25.15 0�: -11� TF24.66 1 II II 44 2.2'R'D 0 - L0 OF S. 1 EA. 25h1 \ 15.46 0L[) <6' ONE STORY �1I 11 7 MAS. CHURCH AD ff25.14 �1 ;r- - T . C, 6 > GRASS \ J - #14300 (:D OUR ILO OF GOOD )R D 6 C_257 4" - COUNSEL R.C. LEGEND 5.3 2CotAc. \N � FGRASS I I CD > O SANITARY MANHOLE 25, DRAINAGE MANHOLE II R 2.3' Zo ELECTRIC O WATER MANHOLE .5, GAS MANHOLE > 2 ELECTRIC MANHOLE (D TELEPHONE MANHOLE UNKNOWN MANHOLE FIRE DEPT.MANHOLE ow WATER VALVE 0 G GA5 VALVE A FIRE HYDRANT 106, 26.7' > SA.FIRE DEPT CONN W I \-\--j 3.34 DC.8 TRAFFIC SIGNAL CONTROL BOX > ARK5, 24.99 CONC. 0 ELECTRIC BOXnSPN4.9 -03�E MT STEEL UTILITY POLE W/LTE&HIGH TENSION WIRES > -0 WOOD UTILITY POLE [LECT. � WOOD UTILITY POLE WITH LIGHT �1 04- 0- GUY WIPE 01 F1 MM (D DRAINAGE INLETS C:) C-4 > 14--Qf " - 0- C� CD 24� 24.35 > ILr 1IF23-2S I U - 1 GAZEBO 0 I 246 24.41) 24.4 > 11 24.4 (D 17 ID L 24 or> L D ;> 23-59 07391. C > 20 24.40 0 S. 24.2B 23.3 17- 24 24.4 203 23-72 23.4 II 1 0 24.3B C 0 11 9 23-66 24 E. 24.36 24.N �PA,P Nu 5 23-885 24.57 OF S. 12" Cq LG OT.S. ;::i 2- 23.9 16" 10" 62" 23-51 14' > 2320 16" 2" 014*' 22-B5 14 2 23-1316" ------ 16" rcrx 20" fe 2" 6" 1F" 2" 6" 1 _oc �<1/1 I If2°" r`��6' ,(r� '�12�� \?4 ,°\\\laiz6" �/` 2 1 a'. 24.4 6" 6" 12" 25.0 6" 4" 12 23.A 3 62 MON. 2- 111 o 6 6 0" 22" 64- 2" 23.3 E5 2" 23.4 24,4 6 '1 4* e12" 14" 0a" 64" 2 0" 01 n 2" 2" 2" 01 2 0'" 2" 0. 8" 2" 2" 12 2" 6 E54YU/ E5 2" E5 4" a. 01 8 @1, �,6" 24.2 024. 1 1, 6" 22.9 ED L 01 2" 6 06 14" 64- ED 24.3 12.1 0 20" 6.. 910" 211" E5 4" 64" 253 120 C1, 2" ED 014 6 - 0 46" 112" 2(). 23.) 6" C�"es'��t 12..�wd N III►mN 1 1 1 MON. 0 64" 6" 23.3 1� 2" 6" 010" 0 24 8 0" 14" 6" 2;' I Ii 1 23.3 2" 24.4 18" 6 Aq� Lr) 0 X 014" 6 C� 0 12" 0 ED14" ED B" o 01 6"" 20 6 2" 211 14" 24.6 25.6 24.4 23.6 2S2 24" 18" ",\21- 24.3 F" 0. 0 1c, 2 2" 12" 16" 14- 64" 64" 22" r 6a" IP" 26" 24 020" 4 v3r 16" 12" WI. ; I I II i Ii I 11 MON. d4" ��212 24" 22" 01. 18" 641, < o S50 2" 2' IV;77 -_, ............................... 71' CS 23.8 �?lf 23.9 FRAME 3-9 2 C16"014" 6.3�(,)-$--�, 2�� . GARAGE MOR. --------- - LL _L24 0 MON. FRAME N89-5,8'50"W - -24.5 24 8 now GARAGE 275-4r P IVIT HEDGE or formerly now or formerly RAME '4.87 24.63 25.03 5.2 MON. Joseph Golder & Douglas Hausler & I GARAGE ASPHALT DRIVEWAY Catherine Golder I Andrea Hausler now or formerly Karen M01comson now or formerly now or formerly John A. Baglivi Donn Costanzo & Linda Costanzo II SURVEY OF PROPERTY S/TUA TE AT MA TTI TUCK NOTES- TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL VARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. SCALE- 1 "=JO' FEBRUARY 17, 2018 ELEVATIONS REFER NAVD88 DATUM COORDINATES REFER TO NAD87 (L70NE) A -RICAN ENGINEERING -,KE t--LA-Nb`,'5URVEYIING P.C . 7 6EMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS011171 old country road-ste.6 iYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEYx." �ci'• Plainview,ny 11803 JARANTEES INDICATED HEREON SHALL ONLY RUN TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED,AND VHIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED,AN�TO THE tel:516.454.7500 ;SICNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERRABLETO ✓ADDITIONAL INS11TUTIONS OR UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP JOB NO. 72524 fax:516.822.2743 )5SEOUENT OWNERS REV1,51ONS: IF BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF aciandsurveying.com x OFFSET DIMENSIONS SHOWN HEREON FROM STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC �111 I, I SECTION 7209, SUBDIV16ION 2, OF THE NEW YORK STATE N-POSE 1 A D ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS , POOLS, PATIOS, AAFIND AREAS, BUILDING ADDITIONS OR ANY OTHER CONSTRUCTION EDIjCATiON LAIN (D 2018 R. 12524'\ 12524-1�!ATTITUCK-EXISTING.DWG S.C. T M. ( l ST. 1 nOO SEC. 7 14 BL K. 7 1 LOT TAX LOT I TA#20 1 3 z #26 Commercial Z Residential I Improved 1 a, Q O Improved Public Water -� Z �., Public Water N05'54*00"W 505.10 I- �Z \ w y _ -�18" ,8" ,2" � zz w 1 11 1 � J 06„ 2" WOODED WOODED 1 \\ \ w W 2 X12 � � �L 1 11 1 Q t1� 14300 Md1 in Roo �/ 14 � Q \ o tsf3r€, Y �6„ ... TAXLOT014" Q 1 11 1 O z # 4 J14" � H € ♦ ,6 / 8„ / ccam�++,� 14 1 11 1 a w Z �� 018" ^� v314" 1 11 1 N ~ O cv to SPi?Ig€ to€_, Residential 024" , /^ o \ U lA trip�Ca" Improved � 18„ `A � � 11 Q � « Public Water 12" 0 0 1 0 `,Jf fwt\Ave 014„ 0 018"08„ 1 18" OI2" " � 1� w K a Z t€ k 020" 4 4f>ri Cha€f'r$€ it 'd € 2" s 1 2" _�� U ',.. Z\_ Y Q O U 08" 020" LL O H m m 1 FF-- k4endy P'anzry � 6" 06� �18' 06.. 18 012 � / O � F- N LL 0.65 18 � � �, � !- Q Ca018„ " 2" Ilw w TAX LOT rte, N Z O 4.'6' 012" #28 12" • z 16" 14" 20' I \ _ r � 012" 14' 12" / 20"� \ 11 � f- � � a Cq 0 0 012" 6" 0 4„ \ 1 1 LU J 0 O Residential •� 14 Z" \ / 1 ! n � � Z ATLAS L C A U � O N Public Water O 012., 0106„ 12" 01 2„ 016 2» _ \ N ` 1` 1 •v / Z J Q % 8" 6" / 1 016" 018., 0 0 0 0s., �-, I \ \ U o 6 I N w / � O 016" ,2" 0s' 012" 0,s" 2,. I. \1� \ w J 014" 012" / r = O g^ 016" 8" N M- 4.71 \\ O N t� z W Z 22 016" 8'6 110, 012" \ G7 24" \ S.I. Z 0 0 10" 012" 14' \ \ / c� z \ 1 24.30' C Z (� TAX OT \\ �Rlll Z W v J � Li.l -► 016" 024" 314.6' 014" \ #1 N v \ \\ O Q ~ O � ♦ 1 06" 016 1 '.'-' O H a 016, 2' 014" �6 � / I \ 1 11 \ � z 016 016" �` Q M m N w 014" 016° 06" �6,. 012" \ o � 0 W 014" 012 11 1 \\ ( I� 0 24" 016., 016" 8,. \ o�J `J � Q (V � » 01 o" \ LU z 1` 04 0) IA'S10 014„ ( o�J / /-_ 36"0 1 U . w � 012" - Q TAX LOT rz 016' 010 2 016" �^ � / / \ \ Q ,• Z e 016" �o #29 `Q 010" g» o�J 1 / �mo _ _ \ \ 11 1 J LU 0,s" 020" C�r° / 1 _ 1 w < 61, 024" 4" 0 _ ` w 2„ 14 020 6" o - - Residential C E'A' 04" 2 \ 11 1 U Public Water 014" 012 020' �, 04 'ao 4 N q 0„ 0s" 0014" _ _ - \ L 014" 8 0 0 8„ 014" 6., \ � Z ,� c 14" 12" 018" �o" - CONC. WALK �y� / S GN ` 1 = . .� 6-, ,2" - 394.E \ I ` \� 012" \ _ _ _ - � � } �;� F• J r,. t. s R.O. y O 022" 6,. m \ Z e 016' 016' 014" 014° Pr°P er'Ace - c� A a 19.2' C s , ; 014" 06" 016" W°ter - 0 �'� V W 12" \ D7 pZ _ / N 0 012" _ - A.C. O J UI 0 4" 6: nce �� \ y� 014" �r'5 2.s' j 106.00zo" Q6" 4" of•Disturbs „ 020" (�._.�Limits `X018" �v �' �' �Existin Q = 10' r N �� Private Existing 1 Story ° `� 154.5 ,2" 8., „ 1 14" 20"016" M � J Well \\ c`ro 25.5 ,o' o ► Masonry Church 80' U 016" 04" 016" 018" / 16 7 � 2" 2� y g� I � .3' 3. bo 024 � Z � M " Propose 4' M M 014" P TEST �, CQIdC. WALK \\ Q ® 64LQ GAR. 0164 4„ R e c t r y BORING I I� No 54.1' \ \ c, 3 6.2'S Z �' 16. 2" N 1 014' J �'10.0'o o0 16 0 \ N �I B u I I n Prop. ., g 12 0 16 _ 27.6' O o rn 12" F.F. Q C.O. / t4" +j I \ \ \ 016" 012' - 6" N �+,, ■ C 026' „ 8" 012 % a ra 57.8' v' 4" 012' 10 i1 �,n 4" --- `- NC, RAM 27.81 � oX F.FI. + U' " CONC. WALK a ti 1 a. 030" Prop. Dr ell LNp 18» OUTFALL 2' 4„ +• \ 57.6' \\ p Exist. 16' x 101%. " 4" O 2" S Leaching Pool /- 1 3" ' �, cn TAX LOT Plus Dome s^ 0/4» 22.0 10" 4' Proposed S.I.D. o cn #30 -a 08" 014 �6' 10' Pro Proposed Sept Gal. RIM=23. ° 0 16.0' Eff. Depth p Septic Tank 0 012" IM=23.44' W M Walkwa 2 016" € 0 0 : / >. I.D w • o' a� 22" OUTFALL 1 0� ® 1 �� 1g" 0% Exp. GRASS �O IM 19.99' \\ \ ■ Proposed '? O ;�� Tank cmc I v I 1 Ex s. Residential 012" 01 » 010" g» 2z"N Driveway ► 000 2" N I Exist. O _ \ w a i 6' Y 50.0 / ` / 1 6" �1 ` J Septic ank - � Improved -� �z�•s �� 0. 6' +I Leaching Pool 022» p Public Water l ° !0 16"10" 06" 12" 08., m I 20"0 <,, ' 02914" �2 5 !o f / / 0 1 __ W ~T ro 6" 0,. �r�� 12" 0a, - ------------ --- ---- - - - 20.88 20. m o 016„ 08 016» IIS 18' 1 " 17 ■U� 00 • In, �y� 1 18" 16" 16° ------ _-__ AlAI - 2 . 0 w - - - 08 t2„ �23. 50416" 2' 18" 16" 016' 14 23 22.28 677.781 c J N FRF \ 12 ` 6„ 16" 4» 12" 18" 1 12 6 1�-- 22.63 22.52 N 024' 14" „016" „ g° 22.66 016" ZO" 18 1 " . . . 23.52 23:37 23.19 20. \ 2,.27 \ Q �C�t,�nest Prop. S11t Fence 22.52 � ~ � �� J o 23.81 22.75 \ Z ei Prop. Leaching Pool 2301 w y C) 24.67 22.0' rop. Stri Drain v� P?s D mDiam. 23.47 3.22 ' N Z 24.78 w 4 23.86 21.60 w 24,78 Pro h� 24.35 12 Eff. Depth C� t >• ®- - - urb Cut 24.82 ° 22.12 Z *' f6 25.30 25.18 look 22.44 22.23 o bl u 23.11 22.56 0_ l z? z M . 24.77 24.57 3TA 23.76 O ' U W z UE AVEN S o w z BULK SCHEDULE R-40 DISTRICT LL 0 MIN. LOT SIZE=40,000 S.F. 108,955 S.F./2.50 ACRES EXISTING 1 PLOT PLAN ZONING INFORMATION MIN.LOT WIDTH = 150 FT. 677.78 FT EXISTING (BOTH DISTRICTS) MIN. LOT DEPTH= 175 FT. 410.75 FT EXISTING ZO-1 SCALE: I"=30' SNMIN. FRONT YARD=50 FT. 50 FT PROPOSED SCTM: l000-114-11-1 � DISTRICT: R-0&R-40 MIN.SIDE YARD= 15 FT. 154.5 FT PROPOSED LU MIN.COMBINED SIDE YARD=35 FT, 548.8 FT PROPOSED (BOTH DISTRICTS) MIN. REAR YARD=50 FT. 314.6 FT PROPOSED Of INTENDED USE SINGLE FAMILY RESIDENCE/RECTORY MAX.LOT COVERAGE=20% 2,878/ 108,955=2.6% (PROPOSED) 0 MAX. BLDG.HT=35 FT. 27.4 FT. (PROPOSED) zz LOT AREA TOTAL 242,261 S.F./5.56 ACRES MAX. # OF STORIES= 2 1/2 1 - STORIES (PROPOSED) Q P- LOT AREA IN RO DISTRICT 133,305 S.F./3.06 ACRES Ld LOT AREA IN R-40 DISTRICT 108,955 S.F./2.50 ACRES AREA OF BLDG.IN R-0 DISTRICT 5,834 S.F. EXISTING CHURCH BULK SCHEDULE R-0 DISTRICT w t= � \ AREA OF PROPOSED BLDG. 2,878 S.F. PROPOSED RESIDENCE/RECTORY MIN. LOT SIZE=40,000 S.F. 133,305 S.F./3.06 ACRES EXISTING LL IN R-40 DISTRICT MIN. LOT WIDTH= 150 FT. 677.78 FT EXISTING (BOTH DISTRICTS) Z % OF LOT OCCUPANCY 5,834/ 133,305=4.3% (NO CHANGE) MIN. LOT DEPTH= 175 FT. 399.5 FT EXISTING Iz O IN R-0 DISTRICT MIN. FRONT YARD=50 FT. 55.5 FT EXISTING (CHURCH) j REQ'D PARKING IN R-0 DISTRICT NO CHANGE TO EXISTING PARKING COUNT MIN.SIDE YARD= 15 FT. 105.85 FT EXISTING (CHURCH) � REQ'D PARKING IN R-40 DISTRICT SINGLE FAMILY DETACHED DWELLING=2 REQ'D MIN.COMBINED SIDE YARD=35 FT, 518.45 FT EXISTING (CHURCH-BOTH DISTRICTS) z 2 OFFSTREET SPACES PROPOSED MIN. REAR YARD=50 FT. 276.1 FT EXISTING (CHURCH) OFFICE= 1 PER 100 S.F.OF OFFICE AREA; 150 S.F. MAX. LOT COVERAGE=20% 5,834/ 133,305=4.3% (NO CHANGE) Q DRAWING NUMBER: OF OFFICE IS PROPOSED=2 REQ'D MAX. BLDG. HT=35 FT. EXISTING-NO CHANGE 2 OFFSTREET SPACES PROPOSED MAX. # OF STORIES= 2 1/2 EXISTING-NO CHANGE Q V) z Q J W U W H T AX LOT TAX LOT,= Q #26 #20 LEGEND � � Commercial zs Residential Improved a :' Improved Public Water f N N ® C•B. Catch basin '. k Pubic Water N05'54'00"W 505.10 11- ❑ G.V. Gas valve co over •,.,n�� M.H.C.MHC Manhole �X .5 � H /YO.. 18" ZZ W t Hyd. Hydrant z I 'P18" 23.3 N • ' L.P. Light pole ; J. 12•• 12" 5.98 w :��14300 tAain Road s' WOODED �' WOODED "-� �� ,.�est t� dfov i O" 25.9 S.I.D. Surface inlet drain Z 25 87 ty pole Z m Utile e , 6„ A lfs3tiv..'f TAX LOT Vv t4" 4. 26.00ater Melter a w m �•�, 25.36 t 4 G � II 1 ® W.M.W M # 7 )e Village Qht fiJ-Stz '/l (/� �16" 18" 4,314" a N >- N Water valve 2 11 N Air 0 9. 18" 3. _0 ' ❑ �C 2 ® �14" c��n+,, cam, (6 `� 012". 24.40 N ' "m 1 7 - Residential O 024„ 23.92 g -�-�- - Overhead Wires Improved 11 p. Public Water " F,.� c�+, 0 Standpipe uck f, 18" 23.3 4,71802 .13 24. `"t , 't j tt rtztr Ci;srr tt %sttoi; �e. o14" 1 18" 012" U eua, C?20" 14" 1. - II P ��nn,, Handy Pantry 6" 23.2 4,31 25.6 23 �++ t 22.9 �+8» �2 " 1 : m �. N �. 0 t2 " R � �6,. 6" t �n 6" t, O S cn,8" I t w 6 18» 4J �n 012" 22.8 25. � 1' ' o18„ 08" w U TAX LOT6" 2 ' 12» #28 23.3 6 20" 12» 1 rn 14" 2 .27 20" `W t8" 12" w m C4 4 .12" ^ 14" t2" 6" 14" v 6" 85 2 W AT LAS LO (.,ATI 0 N ,4 -- Residential .� 1 Improved C 12" 010" 24.2 6,. 1 12" Public Water O 6" 1�•r2�," �+�,S„ 16" 12' 1 w m r c0.16" rn 18' 0 4 3 �3,6' t 6" 4J N 016" 12" 06" 012" 16" 2" N w rn 3.9 0 �c'.314" 4,x16" 8" 4,312" 8, 2" cl 25 " 0 C) 22 X16" 08" 8b 10" 4" \ 24 47 �. /W 011724" o " , 1 S.I. RIM 24.30' 14" 1 TEST BORING - December 14, 2017 10" X12 TAX OT W m � �� Performed By Soil Mechanics Drilling Corp. X16" 024" 314.6' 014"016- 2 2D \ ---'�� # De th 01 vf"312" 14" 23.4 0\ 6" w N „� Classification Of Soil �„ €` 1s" its" s" �- m 1 From TO 23.8 X16" IL06 4,712" 25 38 m 11 1 Y Ground g ( ) 014 016" 0'6" 0 T 1.5' Dark Brown Or anic Loam OL t^ o Surface �n, �t 6" �14" �12" 18" �\ 2 63 o�J 25.7 E � 11 V Imo- J 24" c�J16" 1.5' 4.0' Brown Silty Sand Loam, Trace Gravel, Roots (OL) 06" X3,0" F 2 8 (moo �- GAR. E/ 36b 1 1- 1.48 10' 4.0' 6.0' Light Brown M-F Sand, Trace Gravel, Silt, Coarse Sand (SP) .4 23.6 t0" 012 0142 51 / Q TAX LOT 016" 016" v12" 16" (r° / #29 00 F^�j ,0" 1 " 018" o�� l �` 46 25.6 _W_W_ g 1 1 ,1 m 6.0' 8.0' Tan/Light Brown Sand, Trace Gravel, Silt (SP) (D 020" 6" r�° / 25. W 016" 24.4 �/ 25.36 WWw' � N 8.0' 10.0' Light Brown M-F Sand, Trace Gravel, Silt, Coarse Sand (SP) 16" 24" F c�+, rn 24.44 E n 4" `�4" V1 24.3 14 v320 4,x16" 23.6 E.A. � \` , 6 10.0' 13.0' Light Brown Fine Sand, 'Trace Silt, Med. Sand (SP) Residential C 23'9 �+� �n4 4,312" `�'� 4.0 -E E E E. 4" W W�w O41 0 Qe Improved E E 4' \� _ w w ' m e/� Public Water 0014"�+, 01214" X320 24.4 13.0' 18.0' Light Brown M-F Sand, Trace Gravel, Silt (SP) �n, �+�, / w w W I F 5.7 ` 11 ` o c�+, 8 4J6' $" 4,314" c�amn,, 6" 2 .85 W 6. 25.91 N O 4,314" 0 `v3 23.6 1 4,3 4" 23.8 24.4 � _ Wl'r m E S GIN �, 1 1Ln 18.0' 22.0' Brown F-M Sand, Trace Silt, Gravel (SP) 14"t2" 018" 0 " 20" W"w w W W / _ CONC. WALK ^� �y ,H/ rn 012" 12" \4 R.0 _w'w-w ' R.O. 2 D W Ur *�+ 0 End of boring: 22' �,s" 1 s" ei W w-w A N 19.2, t'' C �0 ' ` \` 1 P-4 Z Groudwater Encountered at 20'-4" X22 X14„ 1 014" 014" €�6" 25.0 16 1 Woken ef!'A w � 24.4 �' 36.7 b, � N `. m N 24. w W F) o bt 1.0' E \ " , a U rn, 4,312" cam, W W� cam+, cn rn A.C. oz E..._s o` 1.0 Ot 2" 4,314" w a 6.w. 4,320" 24.5 my 014" u, 2.6' o � 10 6.0 0" � X20" I s ,4" of D \ T isturbanc_ „- - 3 � r \\ 1 THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE Limas s > a^Existing o .- ft t0, - � 18" r- m a J Private Existing 1 Story W Lu o APPROX. 1/8" ABOVE THE TO OF THE CHANNEL EDGE 154.5 12" 8" 1ip►1 1 " 20"016" 246 m Well q 5At of O W HEAVY DUTY 12" WIDE CAST IRON GRATE c,�, �j 2" a 150.0 m O Masonry. Church 80,P cn,24" N D _ n 12" MIN 16" 1016" 24.3 018" 25.5 ,0" " N12 2 .57 24.3 - � I 3' `t+3 N Q d PAVING GRAVEL/SAND m14" 06 • / s Proposed' 6 gORSNG 914 m 359' 5.91 23.49 o LU ~y cn, cam, �, CON.. WALK O 4J14" 4,3 I N 54.1' N GAR. 014" Rect r iD o 25.71 \ \ ` o � See Pavement Detail ROAD BASE 628 �, Y 2" 24.3514 m � �! N 10,0'0 o � - 16 + \ ` \\N \ �" ..N•COIt NCRETE STRENGTH OF 3000 PSI 24.8 24.4 16" p ppt,6" M 1 0 4.4 I �Iv - 'v \` O \ \ - v B U I I n C.O. 5SAAti 614" " 16" 27.6' 0 2 73 O BEDDING LAYER 2 .5 �i,3^26" 016" 012" 12' F.F. 27 016'. Q cam, cam, 14„ 4 31 ,014" - 27.81 a n \\ 24.6 4,36" C 8» 012 �� v C1 rC) 57.8 � (•„ �j WALK CON.. RAM 90 � 4" MIN /. < y 2 9 5.59 \\ cam, o F.FI. + . I 24.1 25 / SOIL 030" ry 6" 2 .36 y. Exist. 57.6 2 .88 � cn ,8" OUTFALL 2 14" 4.9 / / /• (2)Prop. Drywells ,4" �p►, 0 Leaching Pool 3" 8 x 10 Dia. 14' yq 14' Proposed al. ,2" g• S.I.D. 01 o \ TAX LOT a Plus Dome 22.0' 10•" " MIN #308" 014" -y5. + 10 Proposed 0 w Septic an 12" IQ IM=23.44' RIM=23.2 `^ \o n 8' Eff. Depth 08, 22.v/ �50� Walkwa `Z p � U16" � ® ® z m OUTFALL 1 � o� n I.D \ o 0 �2z o Y�►'1 s" 16" 922x" •0% � GRASS O / IM19.99, 19.99' \\ \ STRIP DRAIN DETAIL ® , _ Exp. '� � / Proposed o a o� Exist• r� my � �� To � � b m Exist. � Se tic nk \ N.T.S. Residential y v12" �t " 010"016" Aon; 6" Driveway 50.0 / i 1 6"'v�..34,7 Leaching Pool p 22" Improved 0 24.44_. 6" Public Water 14" 2i o a 0 I0 16»10" %6" 06" 12" 8" 59 23 34 20"b w ,s € - - -- - ---- --- / G solid dome 1 cam, Inv. °' 12» / cam, r --r---- ---r - T'-.- 2G.88 20.� p o 4,316 24.6 4,316" 20 `� 1 1' 8„ 4,38" +-�a-. f`- . . ._ G__ ---- - X28 _GNW - - 21.70 $f \ recast „ t8" 2.0 1 " 16' 16" concrete W co �•. Inv. G=-- 677'7 Final grade 12' m s a 0,16" 12"18 2 " 1 1 • 6 -- G, c ---- �- __=_G--__-_ 22.63 22.53i� 2.28 \ 10 \ 9 12" 04\ 2 -- -------�'- 22.52 6" s 1 4' 2 __ 22.66 20.0 024" 14" .,s' 8' �- 23 3 23.19 21.27 i-- To grade-with cast 18' 23.52' 22• \ U iron cover-if under 12"min. t6" 20» C ,� ^» ,8 ro Silt Fence m 22.52 paved area. 24"max •Ss,L' W p 23.81 Prop. Leaching Pool 23,01 22.75 24.10 u 12' x 8' Diam. 3.22 \ ?• 24.78 24.67 22.0' . Plus Dome 23.86 23.4 21.60 � O NE(N� min. slope 2478 ,SL Proposed tuv,o 24.35 12 Eff. Depth 221 Gj NNEL j O,p 1/8" per ft. 25.21 PP6p-Stripurb Cut 24.82 q 22.23 �G R IN-._ 2'-9" 25.30 25 0 /° 22.44 in. 25.44 �-� wa v 25.77 _ m 23.11 22.56 :1 23.76 z z 24.57 3 u A C7 = t� 24 _ 24.77 Z W 25.38 � �`N� C � _� precast concrete AVENUE sanitary drainagez 3'min. rings s 25 max. o REEV ES z SI collar DRAWING INFORMATION Z GRADE TOTAL LOT COVERAGE 4' PROPOSED Lot Area: 242,302.8 Sq.Ft. DATE 4/7/2020 DRAINAGE PIPE ATE ' o O Existing Areas AWN BY: Q POSTS: Steel either "T" or "U" Existing Church: 5699.2 Sq.Ft. CHECKED BY: MJR w 18"Min. Silt Fence Detail Type or 2" Hardwood o FENCE: Woven Wire, 14 1/2 ga. Total Existing Coverage = 5699.2 Sq.Ft. SCALE: 1 "=30' Z PROPOSED 9 9 q SANITARY LINE Woven Wire Fenc 6" max mesh Opening (min.14 1/2" Gauge, FILTER CLOTH: Filter X, SITE PLAN - GENERAL NOTES AREA: 5.56 ACRES GRADE Max. 6" Mesh Spacing) MIRAFI 100X, STABALINKA Proposed Areas 242302.8 SQ. FT. PROP. DRAINAGE/SANITARY PIPE TT140N or approved equal. 1. ELEVATIONS BASED ON NAVD 88 PREFABRICATED UNIT: Geofab, Proposed Rectory Building: 2876.5 Sq.Ft. 2. THE CONTRACTOR IS TO VERIFY THE EXISTING ELEVATIONS AND DATUM: NAVD88 2'min. 10' - Envirofence, or approved equal 10' min Total Proposed Coverage = 2876.5 Sq.Ft. LOCATIONS OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. REVISION: Ground Clean med. coarse sand & 18"Min. Water gravel backfill under and 6' min. ++ 3. LAWN AREAS SHALL HAVE A 2% MINIMUM GRADE. LEGEND: penetration into bPROPOSED GRADE 16" min. o DATE COMMENT around pool (0.3 min. prateable sand WATER SERVICE min. Total Coverage = 8575.7 Sq.Ft. 4. ALL DRIVEWAY AND COURTYARD AREAS SHALL HAVE A 1% MINIMUM GRADE EXISTING CONTOUR LINE # / to 1 1/2 size,) �/ Coverage 8575.7 5. RUNOFF FROM THE SITE IS TO BE CONTAINED ON THE PROPERTY AND SHALL PROPOSED CONTOUR LINE Underlying sand & gravel strata TYPICAL PICAL CROSSING DETAIL � S� 36" min. Fence Post Coverage = _ O o driven min. 16" into Lot Area 242,302.8 NOT RUN ONTO ADJACENT PROPERTIES OR THE ADJOINING ROADWAYS. EXISTING SPOT ELEVATION: 98.82 N.T.S. ground = 0353 = 3.53% 6. ANY DAMAGE TO THE ADJOINING ROADWAYS RESULTING FROM WORK TAKING PROPOSED SPOT ELEVATION: 98.82 DRYWELL DETAIL PERSPECTIVE VIEW PLACE ON THE PROPERTY SHALL BE REPAIRED IN ACCORDANCE WITH THE LIMITS OF DISTURBANCE - • - • - N.T.S. woven wire Fenc TOWN REQUIREMENTS. ALL EDGES OF EXISTING PAVEMENT SHALL BE (min.14 1/2" Gauge, 36" min. Fence post SILT FENCE 6" elgium Block Max. 6" Mesh Spacing)/ SAW CUT, ESTABLISHING A NEAT, TRUE EDGE. AREA WITHIN DISTURBANCE LIMIT: 0.29 ACRES 4„ w/ filter cloth over ZONING REQUIRED PROPOSED DRAINAGE CALCULATIONS SYSTEM A: FLS Undisturbed Ground 7. ALL DISTURBED AREAS TO BE SEEDED OR PLANTED WITH NATIVE VEGETATION TREES TO BE PROTECTED SHOWN AS: Grade 20" min. FOR SOIL EROSION CONTROL MEASURES. Proposed Dwelling Area = 5312.8 s.f. / 16" min. Lot Size 40,000 Sq.Ft. 242,302.8 Sq.Ft. 1 1/2'compacted Runoff = 5312.8 s.f. x 2"/12 = 885.5 cu.f. 10.5" thickness of asphalt 8. SOIL EROSION CONTROL MEASURES TO REMAIN IN PLACE AND BE MAINTAINED REFS TO BE REMOVED SHOWN AS: a . yy Pavement wearing course (N.C. Embed. Filter cloth Lot Width. 150' 398.05' THROUGHOUT DURATION OF PROJECT AND UNTIL VEGETATION IS ADEQUATELY 885.5 cu.f./ 68.5 cu.f. per ft. of ring 5.5" Type 1-A mix) = 12.9 ft. req'd. min. 6" into ground SECTION NUMBER OF TREES TO BE REMOVED: 19 ESTABLISHED. SHEET Lot Depth 150' 505.10' .8• ALL SITE RELATED DRAINAGE PIPING SHOULD BE A MINIMUM OF 8" DIAMETER. a a 1. Woven wire fence to be fastened securely to GRAPHIC SCALE 4 1/2-compacted Proposed Driveway Area = 1213.9 s.f. thickness of stone blend fence posts with wire ties or staples. Front Yard 50' 416.0' 9. ALL EROSION AND SEDIMENT CONTROL MEASURES, EITHER SHOWN ON THIS PLAN OR AS Runoff = 1213.9 s.f. x 2"/12 = 202.3 cu.f. e"suitable subbase or recycled concrete 2. Filter cloth to be fastened securer to woven material wire fence with ties spaced every 24 at top and REQUIRED BY THE TOWN DURING THE COURSE OF CONSTRUCTION, SHALL BE INSTALLED 30 0 30 60 120 180 SITE 885.5 cu.f./ 68.5 cu.f. per ft. of ring Side Yard 15',35' 57.5',272.8' PLAN mid. section. AND MAINTAINED IN ACCORDANCE WITH THE CURRENT VERSION OF THE NEW YORK STATE ad'oln each 3. When two sections of filter cloth � t = 3.0 ft. req'd. STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. other they shall be overlapped by 6' and folded. Rear Yard 50' 164.5' 4. Maintenance shall be performed as needed and 10. EXISTING SURVEY CONDITIONS TAKEN FROM SURVEY PREPARED BY AMERICAN ENGINEERING Total Storage Required = 15.9 ft. of 10 ft. Diam. rings BELGIUM BLOCK CURB material removed when "bulges develop in silt fence. Lot Coverage 25% 3.53% AND LAND SURVEYING LAST DATED FEBRUARY 17, 2018 Total Storage Provided = 16.0 ft. of 10 ft. Diam. rings & PAVEMENT DETAIL ZONE: Residence District RO/R40 ( IN FEET ) N.T.S. SCALE: 1 " = 30' TAX LOT I TAX LOT 1 #26 #20 Commercial Residential I Improved ' N Improved Public Water N05 54 00 W Z� 1 �g� r Publc Water • » 505.10 1 1- 5 �r, 14300 Main React z c�,18" � H J Nod, ."s iCf r; 0 18" zZ �W 11 Q �� Z t3 u 06„ 012" 23.3 012" c� WOODED 25.98 N • 1 w 012" �L 25.9 ' 1 11 1 Z L WOODED ' o c't 0 `�,/ 01 25.87 t 11 1 n y ® Z > lc>vi€il;ge cht osv TAX LOT V �++6„ �"s 1 m )ops&Ca$P /�-• �J 14" cn 4. r 26.00 11 ' j a X Y #27 N ® 014 16" 014" 25.36 • 1 11 1 lLU ui txv `=/Y o18., �.+18"4,s12„ 23.34J14" 24.40 €rc.k Residential c•+24" 4J1 l yts.?€€2zr7 Chzar;9y v'�4' Improved 4,3 23.92 Public Water `T 12" 0'32 0 018" 8" 23.3 18"2 .1 3 24. t tzzstrty F.€izry cn,,4' 020 , 18" G12" 14" 23 h O e� IIP �J �n, Z= a 12° 06" 23.2 " rn,l 25.$7 --25.6 z= fT3 4.� 12" fn 8" 020" 1 �1=1 m�" 6„ 6., 22.9 I � 1 1� Co. � 06,. 0� � 18" 012., � 1 46S 18 0 22.8 I 25. 1 11 a 18" 0,2" Z ATLAS LOCATION. TAX LOT � 06- w 012" ,� �, #28 12" 16„ 14„ 23.3 20" --� 2` �- • w / 20' 1 11 A solid dome v 005) 12" 14' 12" 2 27 m 1 precast C4 0 0 12 s" 014" 06" .85 2 ' " 1 • �, concrete 14^ - w J 11 cu Residential .� / c? locking casting to grade Improved (� 12„ 10" '06Z 01 �K3 I i 11 1 v > Public Water O 24.2 12" _ / N • f� L0 Gh 0 6" 12" 08., 16" 012' y I 1 (�S" Finished Grade 016" 018" 0 06" \ r w 11 1 LIFO "' M s" N -o I w � 1 11N 1 �� 1'min. 2' ax. 16" 016" w 12" 06„ 012" 2" 6 014" 012" / v �+ M- 4.71 11 20' 3.9 8,. 016' 8 2" F z 25 44 25. 2 , 0 2'-9' z. o�n,l6" Og" g' 10" 012" \ w m 22" `c'l F 21 47 24 c9 1 t .... J S.I. . min. 4" diam. approved pipe min. 1 ,0" 012' / 0 1 1 RIM 24.30' min. slope 1/8 per ft. ,4" \ TAX OT --� w�' � yJ ccam�++,, a " 1 IN�� cam, 024° 314.6 tJ1c4�+", � 016" , 016" .20 •P ��nn \ # \ 11 Ul 016" 014" 23.4 \ a 1 1 11 ` � 016" 016" 936" N o Precast. concrete N � �� 23 8 � 6' 012" sanitary drainage 25 max. 9 014" 016" 06" � 6" � o r \ l Water Service 3'min. rings a 014" 012" F 2 63 he °''� / Under Construction 1 11 ( '�'� o collar o 24 0,6" 016• ,s" \ ,inst�e 257 ermit #C10-11-0007 V 06" 010" 2 g ♦ ,y��7 E 4" r 1 loll 012" 014 2 .51 V tat�e� '�'n� u �� t�v�' o�J E/ 36 0 1 Q C3 N Z 23.6 10" 012" F C�yU►, 0. 4 � UTS� / 1 TAX LOT 016" 016" 0 1°„ 016" ^a' 03 Pe 4, Pe n(S). / #29 0 1 " 018" �J 25.6 1 11 > a� � �o • 016" 24.4 020„ 6" �0 �c O til E/ 25.46 i 00 o 024" F E/ 25.36 4„ W W ao -W-W - 11 1 w ,6 24.44 E 4 0 W W- -W Water Meter \� 11� Z u1 24.3 14 016" /_ E C, W W- N 23.9 012" 0 020 23.6 F E.A. 04- Improved Residential 0 �� 4,0 E E 04" W W - Q a(�• �� Improved E E E 04„ 4„ W-W N \ 0 \ 11 Public Water 4► ^ 014'6 012 0 014" 020' 24.4 J E W - r m 014" 8 8 014" c��n, i 1 2 .85 y� / W W- W - F \ 11 1 O 8' 0 0 23.6 1 `� 1 23.8 y W 6 5.7 25.91 3'm i n. 14"12" 1 a" e� ( . � ` 24.4 W W-W'W W�r CONC. WALK m �ti�y /E S GN cLn n o ` I Ground water Clean med. coarse sand & ..142 V _ W--W' 2 . I 0 H rn gravel backfill under and 6' min. -+ "� r W €+' ` R.O. w ` 11 1 } m around pool 0.3 min. penetration into �M�M A o -I p / ( ) 022" 016" 016" 014" 25.o P ed rn ` 1 a- to 1"I 2 size rateable sand 014" pro? e W W c> A 19.2 Z 14" 6' r Ot ter r W-W 70 24.4 36.7 Un c i 1 11N Q Y 0 24.1 ` W o n 1.0' E Underlying sand & gravel strata 13 012" 'W �' I rn ` A.C. o E -E �1 m 1.0 012' LL 1 014" (yM'W 24.5 m P 9 € p 020 6' 4' of Disturbance 020" i 0,4 „• -- r•W 2.6' o 106.0 • Limits - T ' �3 y .� � 1 1\ 1 U W Q � Existing Private Well o W y 54.5' 12" g" 110 C�' 20"O,s„ Z m ° To Be Removed Existing 1 Story W LEACHING POOL DETAIL n� 24.3 25.5 10" j 12„12" " in �7 24'6 n 0 �s J Masonry Church 8.0'co � 0 o X vJ 1 S V c� �� 16' 014' 016' 018' 7 N 2 57 24.3 20" �o � 3' 0 24' N f1 � m 06" / 6 `-0 014 m 3.9' 5.91 o Z 0,4" / P ro p o s e d� 6" cn TEST I a, CONC. WALK 23.4 9 \\ LU � 1--i _ GAR. 14" Rect ry BORING I -1 o 54.1' 5.71 \ \ � a- � 6.28 .L / 2' 24.35 m �' ! ^',0.0'o up 0 160+ 1 \\� O ( � \ 24.8 24.4 J 16" B t l I n Prop. 6" 0016" I 014 o V / rt 12" N t 4.4 I r� 2 .5 026 016" 012" rn 12 F.F. 27.0 1€48 C.O. 6' N 14" }j 27.6' 0 2 .73 �\N \ O �1 + o \ ` Q 6 14" 012" 10" �� 014" --,� 27.81 \ 24.6 06" 18" 012 / UG ra + 57.8 U, 4., CONC. WALK 5.5g ONC. RAM .90 u 2 �� / 030" N OUTFALL 2 6 I 2 .36 f 2 .9, 25 ' I 2 .88 57.6 \\ C> Prop. Drywell 18" 14" 4,9 Exist. y IN -a- - OUT TAX LOT 16' x 10' Dia. " X14 14'" °1 4.112" Leaching Pool 3" I C, �r 014" �j 22.0" 10' P S. S.I.D. #30 16 0'DEfineDe Depth OS 4" 2 10 Proposed �O 1200 Gal. ' IM=23.44' RIM=23.2 f° ° 0 z • o Proposed 9 o cn = p w Septic Tank 0 012' Walkwa ti 22„ O,s' '° ® ® ' � m GRASS OUTFALL 1 °° IM�19.99' �\ \ ® �/ )(16" 16" 06" 0% Ex j �� r�� 1 Inv. 25.3/ Proposed 0 `° 1 �' ,-, Tank p 1 b b " I - Exist. \ ``�� W012" m Exist. ° - \ / Residential 012" " 010" 22=C� Dr9vewaT 24€x\ 0' 6„ +� Leaching Poole Septic nk 022„ Improved 01 016" ° zits 6" y 50. ,0 0,, / 1 6" A p Public Water gg �n 14„ ` /Inv. '€ l0 16' `�6" O6" 12" g" 1 2334 20" 8- 0 `<22.5 ray .59 16, \ i 0 _--- - --- v 24.6 20" BS�p ° „ 12 !U --r--- -`-`-- o 016" 08' 016„ ��s 18' 1 ,2" 1 18" 16" 16" 08" - -- -- = - X32$ _� N£ Wd1 ---� - 21.70 C� Q! 20.88 \ l • Inv �pI " _r ----G------�--- - - 22.28 V 7v W Locking Casing to grade 08' t 2" ` \23.' :Ad16" 2" 8" _�16" 1 G �_-5� --=�- - 22.52 22.53+^ �•" �� \ (- Finished Grade 024" 012" 6" 16" _��4" 12 6 v �--G- 22.63 \ 14" 018 16„ " ---- 22.66 �.,,��nn,, 16' �----_'" 20.0 016" 4 rZ19�20 18 1 12" 1 " 18 23.52' 2387 23.19 21.27 1' min., 2' max. �' > ^>! Prop,-Stri I m 22.52 22 1 u ,1�ES�LNF� Chimney a' max• Q• ' 23.81 / 22.75 55 LTJ � 25.0 Prop. Leaching Pool 322 23.01 e" min. z. --�---- 24.67 12' x 8' Diam. 20" Min. 20" Min. 24.78 g PlyIs Dome 23.86 23.47 2521 24'79 - - - - - - wow 24.35 12 Eff. Depth m 21.60 cj� \G�{AEL,/, 24.82 Q 22.12 _ INLET - f-112" 25.30 25.18 /0 a 22.23 25.44 �a`�` q2 ' s' FLOW wvE I I -� OUTLET 25.77 - - 22.44 u 22.56 23.76 23.11 �~ 8„ 4.33 Zz r p Q�` g I I - 24.77 24.57 1 r�_n ar El 4" dia. pipe min. t' 6'" Min. 1 18" tight joints w 25.38 class 2400 pipe �Y or equivalent 4" dia. pipe min. I �� 'a>� z .0 99 min. slope 1/4" per ft. tight Joints 1 AVENUE 4' 2' min. slope /le per ft. o + C -2 D © S OO F S 0 , EEVES9 ,�,3 G invert elev. II bo* (SF a� eCAA min. min. 4" '; . precast concrete ` �� `� DRAWING INFORMATION �� DATE 01/22/2020 del. of Any onions.kaon oe6 or lgc1r 4° WOM >��'su�ptr -8 SEPTIC SYSTEM DESIGN: of .emmucwn is MQ*ed fo be is sow with the asxnct�oc; DRAWN BY: ATE pmnk 0011111111111111111[m and OUTFALL 1 : MASONRY CHURCH •TW Dk dards s y r hY CHECKED BY: MJR SEPTIC TANK DWELLING Water Line()MU$ Be Inspected By The a,,,,��°"°� � `�"` h""' � "�"�!! -- ---- SCALE: 1 "=30' SANITARY: Suffolk County Dept. Of Health$efvices. _ TEST BORING - December 14, 2017 � 2.1 2• n � Owner: AREA:- -5.56 ACRES EXISTING CHURCH 360 SEATS x 1.5 GPD/SEAT = 540.0 GPD Call 852-5700, 46 Hours In Advance, Heart Parish DETAILS OF CONSTRUCTION Performed By Soil Mechanics Drilling Corp. To Schedule Inspection(s). Dam ----- - -- 1 3 0 Main Road 242302.8 SQ. FT. 1. A minimum of 4 inches approved reinforced TOTAL DESIGN FLOW = 540.0 GPD ttituck, NY DATUM: NAVD88 precast concrete bottom. Depth 2. An 8 feet in diameter by 5 feet high approved reinforced precast SEPTIC TANK DESIGN Classification Of Soil REVISION: concrete solid ring. REQUIRED: 540 GPD x 2 DAYS = 1080:0 GAL. From To LEGEND: 3. An approved reinforced precast concrete 6 inch thick slab top in EXISTING: (1) 8' DIA. x 5' LIQUID DEPTH TANK = 1500 GAL. LEGEND # DATE/COMMENT lawn areas or a traffic bearing slab in driveways. Ground 1 .5' Dark Brown Organic Loam (OL) Note: 10' min. separation between proposed EXISTING CONTOUR LINE - -- SANITARY LEACHING POOL DESIGN Surface C.B. Catch basin 4. Drop T must be pinned or otherwise firmly attached. water service and proposed sanitary facilities. PROPOSED CONTOUR LINE 1 7/10/20 REQUIRED: 540 GPD =(1.5 GPD/SF) = 360.0 SF 1 .5' 4.0' Brown Silty Sand Loam, Trace Gravel, Roots (OL) EXISTING SPOT ELEVATION: 98.82 ❑ G.V. Gas valve 360 SF =25.1 SF/FT = 14.4 FT. Note: Proposed sanitary facilities do not PROPOSED SPOT ELEVATION: 98.82 M.H.C. Manhole cover 5. Liquid depth must be 4 fee minimum. � EXISTING: (2) 8' DIA. x 8' EFF. DEPTH SLP = 16 FT. occur in paved areas. LIMITS OF DISTURBANCE . _ � Hyd. Hydrant - 4.0' 6.0' Light Brown M-F Sand, Trace Gravel, Silt, Coarse Sand (SP) � L.P. Light pole`` SANITARY SYSTEM CALCULATIONS �� .. r.,'T� A ''' SILT FENCE ® S.I.D. Surface inlet drain - - -- : � - 6.0 8.0 Tan/Light Brown Sand, Trace Gravel, Silt (SP) >> AREA WITHIN DISTURBANCE LIMIT: 0.35 ACRES U.P. Utility pole ALLOWABLE FLOW "'..` 1 am familiar with the Standards for Approval ® w.M. Water Meter > g` ' OUTFALL 2: PROPOSED RECTORY TREES TO BE PROTECTED SHOWN AS: ® GROUNDWATER MANAGEMENT ZONE 4 may. and Construction of Subsurface Sewage Disposal O W.V. Water valve ALLOWABLE DENSITY = 600 GPD/Ac �• '�b"� '�`+ PROPOSED RECTORY SINGLE FAMILY RESIDENCE = 300 GPD 8.0 1 0.0 Light Brown M-F Sand, Trace Gravel, Silt, Coarse Sand (SP) g p TREES TO BE REMOVED SHOWN AS: A C Air Conditioner ' Systems for Single Family Residences and will / 5.56 Ac x 600 GPD/Ac = 3336.0 GPD �° ' 10.0' 13.0' Light Brown Fine Sand, Trace Silt, Med. Sand (SP) abide b the conditions set forth therin and NUMBER OF TREES TO BE REMOVED: 34 - - - - Overhead Wires TOTAL DESIGN FLOW = 300 GPD the permit to construct. ° Standpipe SHEET DENSITY 5L`� SEPTIC TANK DESIGN 13.0' 18.0' Light Brown M-F Sand, Trace Gravel, Silt (SP) EXISTING MASONRY CHURCH 360 SEATS x 1.5 GPD/SEAT =."7 GPD REQUIRED: 300 GPD x 2 DAYS = 600.0 GAL. GRAPHIC SCALE PROPOSED: (1) 8' DIA. x 4' LIQUID DEPTH TANK = 1200 GAL. 18.0' 22.0' Brown F-M Sand, Trace Silt, Gravel (SP) 30 0 30 60 120 180 SANITARY PROPOSED RECTORY SINGLE FAMILY RESIDENCE = 300 GPD PLAN SANITARY LEACHING POOL DESIGN REQUIRED: 375 GPD =(1.5 GPD/SF) �a0'0 SF End of boring: 22' TOTAL = 9' GPD Z��-25.1 SF/FT = FT. Groudwater Encountered at 20'-4" GPD < 3336.0 GPD SEPTIC SYSTEM PERMISSIBLE 8� PROPOSED: l (1) 8' DIA. x 12' EFF. DEPTH SLP = 12 FT. / (� IN FEET ) 0 SCALE: 1 $' = 30' co.Ns=p'"t`' D r+T ! OFFICE O` LEGEND 16810 ® C.B. Catch basin I � I ❑ G.V. Gas valve a ® M.H.C. Manhole cover (0 �f Hyd. Hydrantp,S G L.P. Light pole o ® S.I.D. Surface inlet drain g2 z U.P. Utility pole �0 ® W.M. Water Meter O N6 /l D U� o W.V. Water valve ❑ A/C Air Conditioner • yy C\ — OHP Overhead Wires • 81 N,1.29�50 � 8�•Aar et N�3 Mon. Fnd. 31.5' w V1w z 0 QJ O 0 0 s• 0 o S.0 C pt. o n C B.0 + =� a � O ° -:3o a 160 �o N CP � 0 51 .0' o IL 47.6' a Cn CJ1 O Ln J J 86.7' •�.1 OCL N 77.25,50" W TAX LOT Mon. #2s ExistingFnd. 1 0' Garage 5s•3 N 89'58'50" W 275.45' Existing Garage Existing Asphalt Driveway TAX LOT Garage #27 TAX LOT TAX LOT TAX LOT #28 #30 #29 I II PROJECT INFORMATION PROJECT DATE 10/23/2020 SACRED HEART PARISH DRAWN BY: ILN CHECKED BY: TJB FOUNDATION LOCATION SCALE: 1 " = 30' 14300 MAIN ROAD MATTITUCK, NY 11952 AREA: 5.56 ACRES 242302.8 SQ. FT. SITUATED AT: MATTITUCK DATUM: NAVD'88 SCTM: DIST. 1000 SEC. 114 BILK. 11 LOT 1 orCERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING / SURVEYORS.DE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND B L Q� O R�� O11�0111` Mot GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON THEIR BEHALF VJ TO THE TELE COMPANY,GOVERNENTAL AGENCY,AND LENDING INSTITUTION LISTED.THE ASSIGNCES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ��V g NO GUARANTEE IS IMPLIED BY THIS MAP AS TO THE EXISTENCE OR NONEXISTENCE OF ANY EASEMENTS OF RECORD THAT WOULD ��99 "�.J4 AFFECT SUBJECT PROPERTY,UNLESS SURVEYOR HAS BEEN FURNISHED WITH A COMPLETE COPY OF THE TITLE REPORT r '. O F, THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. ^ �• I E R I N IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE 4 V AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,AND ANY OTHER J"� 23 SPRING STREET CONSTRUCTION. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION v OYSTER BAY, NY 11771 LAW. B^s ( �y �t F:(516)922-747,5 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED (�:i51 G)9 2-3031 I AS A 111ID,TRUE COPY. ---- _---'-- -' -------------- D i ,--�" a,� � �bC -�1�•�""�- � I;1 IIIA. I. I ., ,;, .- � -�<t,913�t�-= . ` �ti -� IgIIr:(• SIF �° -"Tti1 qF�✓'ci' 17,,,z '•,� ,.c>^ I I I;1'�,I I } -A F-..t ` I pa's },•I "I,:. 1 LEGEND a� ! 51 `,�t ` iPN78FVC .,,,p�`el �I � .%"rt .-r:.—•r.x �„he-_-Ir�z �j3 W C €� . .. I.ri" fes,,, w•, i:.., p '�i I' °3 yd rw..V ` l ) t,•f Y.._ ... -r'4/ "'_.-� �r ml t f '£2; Cu F 11 „^I 15, ^r 6d' s.r '� tr -}Gi` I` [ ^` I cc-u•ciA'a..vv'i1 cmlR;curo uxa R I> � m �W"3 ttvci, Vi:1' .., V G n^ � G` CS" .rs`` dNt:GIf14•'.il� l , .w r r r er Xe CQ V,lGt.Erol .r t.^,•s: "ir TJ I dBt.U661d1Wu tf�I .+" a:i? ___-... IfwJWi_`__ 53J IN: n SfK'rot ;TS e`S� Etl ,t I I 1 D c 30 60+ 30 It 3 / 7 N Nnt1 G dar ty €. M I�J1 > - ,.$&rV`A J E HR READ mi`V mW1 PR." I r t,• - r M1e ;N Q 1 W15 mry ME U ,t" 't wiRAl T, W ui<aRnmw;d)pmj z L "' •°r rd;. ,SSI, iQ Ai i I cs' r. " Let i'3 ,• .( .: - e ,>�1 1 R t t ILLL::````m /58,70•`r'' ___'_ l S�11 I{ I I I JJ n' �ia ifs 'M• Crr€5��°;I" Ip t I I pow .e11 275.45, i or rl�,Icr ly , now yr formerly , J..^..nFh f' r.I '1 I_,"' IGrcJ. , Cu:Mrir.e liu�tler � Arlcrce Jio�Slo• '1 n r(Ormar'y 1 ( 1 I I hnrc-1f hlaJtam�nn I } i rrJw cr In'rr,e:ly I no.r cr rorm�lly 1 I ..onn A.BngGv1 Ito".�1=s's:cnzrr k } I Lincv fl SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4 APPROVAL OF CONSTRUCTED WORKS I 01/07/2022 DATE H.S.Ref.No. The sewage disposal and water supply facilities at this location have been inspected and/or I certified by this departrnentor other agencies and found to be satisfactory SURVEY of I f, PROPERTY D '� SIiUATF AT�. { NOU CRAIG KNEPPER,P.E..CHIEF 5 /:In:vr•'��sa T. v00 -UTILIKS SHGBN AAE FM FEL)OESETATIONS.F'XIAL. OFFICE OF WASTEWATER MANAGEMEN f r.,•..a .n I LIA�RKOLTS AND AVAlkLE P,ECORDS AND AR_NO"X'ARANIRO. stay I`^Aa' RMLOR'I.12.2018 I -ELEVAT10%S RFFFR R4W OATUM a'o�sr d0.<"utrJ -COGF.UIIVAlaS kFI LR i0 NAD83(LIiCNF? AtE" INEERING M e�— ;MEfgdl—, D,SI?R�V,PING P.C. wn _ > 641 as *arreb 30eart Varfib 27905 MAIN ROAD-P.O. Box 926 I I0CUTCHOGUE, NEW YORK 11935 PHONE (631) 734-6722 FAX (631) 734-7906 SACRED HEART PARISH OUR LADY OF GOOD COUNSEL CHURCH CUTCHOGUE MATTITUCK L5 JUN 2 2 2020 June 18, 2020 Town of Southold-Building Department Main Road Rt. #25 - Southold, New York 11971 Re: Building Permit for New Rectory To Whom It May Concern, A Building Permit has been applied for by Sacred Heart Parish, for a new Rectory at Our Lady of Good Counsel Church, in Mattituck. The Rectory will be built on our property located at 14300 Main Road Route #25, Mattituck, 500 feet south of the Main Road, on Reeve Avenue, with an entrance on Reeve Avenue to the Rectory. This will be a residence for the Pastor with a prayer room for his personal use. If you have any questions or concerns, please do not hesitate to contact me. Thank you. Very truly yours, Rev. Msgr. Joseph W. Staudt Pastor Sacred Heart Parish 1 K�Li LONG ISLAND MODULAR ' MODULAR HOMES DMGN•MMUL-coNMVATION Long Island Modular Homes 500 N. Broadway Suite #163 • Jericho, NY 11753 516-472-7033 phone .www.limodular.com TRANSMITTAL Transmitted to: Town of Southold Via: Mail Address: PO Box 1179, Southold, NY 11971 Date: October 26, 2020 Project/Location: 14300 Main Rd. Mattituck ?FR-VtVl — f 53 The following documents are attached/enclosed: 1. Two [2] signed and sealed copies of the Foundation Location Survey Thank you, C rol Davidso `�7 D D rc�O N 0 y 1 0 2020 BUIL-* IG DEr� e LONGI-2 QP ID- FA ATE CERTIFICATE OF LIABILITY INSURANCE D05/1512IY020 05/15/20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 516-248-9200 CONTACT Eulampia Appelbaum ICS Agency,Inc. PHONE 516-248-9200 FAX 516-248-9017 431 Conklin Street AIC,No,Ext): AIC,No Farmingdale,NY 11735-2612 AEbmA,'L,,,,eulam pia@icsagency.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:SOUTHWEST MARINE&GEN INS CO 12294 INSURD INSURER B: Long stand Modular Homes,Inc 500 North Broadway,#163 INSURER C: Jericho,NY 11753 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD'SUBR POLICY NUMBER POLICY EFF POLICY EXP1 TR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR GL2019LHB0018605/13/2020 07/13/2020 DAMAGE TO RENTED 100000 REMISES Ea occurrence $ X BLKT ADDL IVSD MED EXP(Anyoneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY FX PEC)f FILOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per acciden)_ $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY ! Per accident $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L,DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder:Town of Southold is included as an Additional Insured. CERTIFICATE HOLDER CANCELLATION TOWNSHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 54375 Route 25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE (fAn ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured 516-472-7033 LONG ISLAND MODULAR HOMES,INC. 1 c.NYS Unemployment Insurance Employer Registration Number of 500 NORTH BROADWAY,#163 JERICHO,NY 11753 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 26-2942679 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) CONTINENTAL IND.CO. TOWN OF SOUTHOLD 3b. Policy Number of Entity Listed in Box"1 a" BUILDING DEPARTMENT 46-826599-01-12 54375 ROUTE 25 SOUTHOLD,NY 11971 3c. Policy effective period 04101/2020 to 04/01/2021. -3d:The Proprietor,-Partners or Executive Officers are included.(Only,check bog if all partnerslofficers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a'for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box.-2", The insurance carrier must notify the above certificate holder and the Workers`Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the,policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers`Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: I.C.S.Agency,Inc. (Print name of authorized representative or licensed agent of insurance carrier) Digitally signed by Eulampia Appelbaum Eulampia Appelbaum ou emaEueufampa@csagencycom c=USnq ,Inc., Approved by: Date;2020.05.22101e.e6-0aroq (signature) (Date) Title: EULAMPIA APPELBAUM,CERTIFICATE MANAGER 5/22/2020 Telephone Number of authorized representative or licensed agent of insurance carrier: 516=248-9200 Please Note'Only insurance carriers and their licensed agents are authorized to issue Form C405.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov Yo K workers'STATE CompensationCERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured LONG ISLAND MODULAR HOMES INC 516-472-7033 500 NORTH BROADWAY SUITE#163 JERICHO,NY 11753 1 c. Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 262942679 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b. Policy Number of Entity Listed in Box"1 a" 54375 ROUTE 25 DBL305529 SOUTHOLD,NY 11971 3c. Policy effective period 09/13/2019 to 09/12/2020 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B. Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described abov�e..�� Date Signed 2/11/2020 By ��O, M/r (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance careers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 11111111D1111°!��°!! °��111°111111!�!°!'!"1111111 LONGI-2 op in- FA '4 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 07/2112020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 516-248-9200 CONTACT Eulampia Appelbaum ICS Agency,Inc. PHONE 516-248-9200 FAx 516-248-9017 431 Conklin Street AIC,No.Ext): A/c,No): Farmingdale,NY 11735-2612 A-MAIL S,eulampia@icsagency.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:SOUTHWEST MARINE&GEN INS CO 12294 INSUR D INSURER B: Long Bland Modular Homes,Inc 500 forth Broadway,#163 INSURER C: Jericho,NY 11753 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II T R TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP M YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE X OCCUR XGL2020LHB00313 07/13/2020 0713/2021 M ETORRENTED PRE ISES(Ea occurrence) S 100,000 X BLKT ADDL INSD MED EXP(Anyoneperson) S 5,000 PERSONAL&ADV INJURY S 1'000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�X ELOC 2'000'000JCT - OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accidentI S ANY AUTO BODILY INJURY Perperson) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident S S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I I RETENTION S S WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder:Town of Southold is included as an Additional Insured. CERTIFICATE HOLDER CANCELLATION TOWNSHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 54375 Route 25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE Of � ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are.registered marks of ACORD APP VED AS NOTED DATE: - B.P.# 5 Blower door FEE: Y. and ductwork NOTIFY'.BUILDING DEPA MENT AT . testing required. 765=.1802".�t AM; TO 4 PM •FOR THE FOLLOWING.-INSPECTIONS: 1. FOUND ATION• - TWO REQUIRED Must provide Manuals FOR:POURED CONCRETE � J d S 2..ROUGH'-- , anas per P FRAMING & PLUMBING 3: INSULATION, NYS Energy Code 4. FINAL;-,.CONSTRUCTION MUST BE COMPLETE FOR C.O... ELECTRICAL ALL,.CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER CERTIFICATION AS REQUIRED AND CONDITIONS OF ONLEADCONTENTBEFORE CERTIFICATE:OF COCCUPANC,Y &^� v LING BOARD SOLDER USED.IN WATER -SOUTH01177OW iNSTEES SUPP,L 4'SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. NQS-BES--- PLUMBING R 'FP;LL PLUMBING WASTE OCCUPANCY O NATER LINES NEED • IFIGBEFORE COVERING . USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DQ_N0T,,PR00.EEDWITH FMMING UNTIL SURVEY. OF FOUNDATION LOCATION HAS SEEN APPROVED. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been Installed to Code. Installed,replaced or repaired shall conform to Chapter 172 of the Town Code PFS-TECO PFS Corporation d/b/a PFS TECO An Employee-Owned Company Jim Novic July 14,2020 Modular Steel Systems,Inc. I I Edwards Drive Bloomsburg,Pennsylvania 17815 Re:201958,Our Lady of Good Residence at 14300 Main Road Mattituck,NY in Suffolk County NY DOS No. : M080-2020-035 M080-2020-092 Dear Mr.Novic, Issued with this letter in response to your application received July 1,2020 for approval of a new Individual Model(as referenced above)is the Factory Manufactured Approval as Authorized under Part 1209 of Title 19 NYCRR,Division of the Code Enforcement and Administration. The approval is indicated by the PFS Corporation Stamp of Approval placed on the set of plans accompanying this letter dated July 14,2020 is valid for 2 years from the date of this letter.This approval is in compliance with the 2020 New York State Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS,2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The design limitations for this approval are as follows 1. Occupancy :One Family Detached Dwelling and Construction Type: Wood Frame Unprotected 2. Number of Stories :One with Unfinished 2nd floor 3. Ground Snow Load:25 psf 4. Seismic Design Category:B 5. Basic Wind Speed and Exposure Category: 130 V-ult mph and B 6. Building Sprinkler System:None 7. Climate Category:4 8. Other:All materials and designs for the foundation,including the stairs,railing,lighting,support columns and connections,all materials for the access to grade locations,hose bibbs,all appliances,ceiling fans,interior railing, Panelized garage wall and roof installation,exterior siding installation,gutters and downspouts,roof completion,ridge vent and shingle completion,water heater,heating system completion and installation,gas line installation,exhaust fan completion,electrical;plumbing and vent connections,floor insulation,truss signage energy compliance completion and all site connections are to be completed on-site by others,to be reviewed,inspected and approved by the local authority having jurisdiction. 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 of Approval Order Form is available from NYSDOS. This is a file copy for your records. Should you have any questions,please feel free to call this office at any time. Digitally signed by D. Sincerely' ' „: Renee Moist 4 `, DN: t o o Renee (� „ `;Moist,o,ou=PFS, pLs D. Renee Moist Re n `�°a +''� em_ail=renee.moist@ n - = V , Staff Plan Reviewer a pfsteco.com,c JUL2 0 Northeast Regional Office t Date:2020.07.14 2020 renee.moist@,pfsteco.com ®I 7- `'� 09:02:32-04'00' Enc: PDF Approved plan set BUILP NG DC' . Cc: Donald Thomas,AIA(DOS) T'`r% -."HOLD 570.784.8396 . 1115 Old Berwick Rd. • Bloomsburg,PA 17815 P_FSY TE TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON PFS. NY. STATE SUBMITAL INDEX PROJECT 201958 Our Lady of Good Section description Number of pages Index 1 Application for Plan Approval 1 NY State Check list 13 Truss utilization 1 Drawings 18 Heat loss calculation work sheet 1 Site plan 1 Res-Check 9 2015 IECC Energy Efficiency Certificate 1 Calculation index 1 Structural calculation 9 Wind analysis 3 Ceiling joist connection 1 Garage Roof truss 1 Fujitsu outdoor unit 24RLXFZ 2 Fujitsu indoor unit ASU7RLF1 2 Fujitsu indoor unit ASUI5RLF1 2 Heat Gain 2 Total number of sheets 70 APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA i INew York State Department of State INEWYORK �uildin� Standards Division of Building Standards E OF and Codes ORTUNITY_ r One Commerce Plaza and Codes 99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax: (518)486-4487 www.dos.ny.gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Modular Steel Systems, Inc. Manufacturer No: M 080 Address: 11 Edwards Drive, Bloomsburg, PA 17815 Phone:570-550-5960 Contact Person: Jim Novic Email:jim@steelmodularsystems.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 5/11/2020 Prepared By/Contact Person: Jim Novic Phone: 570-550-5960 Email: jim@steelmodularsystems.com INDEPENDENT THIRD PARTY INSPECTION AGENCY: PFS Corporation Address: 1115 Old Berwick road, Bloomsburg PA. 17815 Phone: 570-784-8396 Contact Person: Harold Raup Email: harold.raup@pfsteco.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer: 201956-Our Lady of Good Suffolk 1 Project County: Model: Ranch Occupancy Class One family Project Address: 14300 Main Road, Mattituck, 11952 Application pertains to: (check one) n New Individual Model (unique/custom/manufactured once for a specific site) n New Initial Individual Model(planned to be built repeatedly-per these guidelines') n New System of Models x 080-2020-035 (provide prior approval number Modification of an Approved Model or System: fVl (p P � PP ) ® Renewal of an Approved Model or System: M (provide prior approval number) initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division, do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings, specifications, calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom,thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to: NYSDOS, Division of Building Standards and Codes. Send submission and payment to: NYS Dept.of State, Division of Building Standards and Codes,One Commerce Plaza, 99 Washington Avenue, Suite 1160,Albany, NY 12231. SIGNATURES: Registered Architect - Professional Engineer" Name: Anthony Paul Shulde License No: 096197 Signature:_ "New York State Educauutt r_dw dttu uaNdtuttatn ui otdtd Regulation require architect or professional engineer signature and seal affixed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes. DOS-1280-f-a (Rev. 03/17) Page 1 of 1 STATE OF NEW YORK ANDREW M. CUOMO TATE DEPARTMENT OF SGOVERNOR ONCE COMMERCE PLAZA STATE N ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 WWW.DOS.NY.GOV THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2016 NEW YORK STATE UNIFORM CODE AND 2016 NYS UNIFORM CODE SUPPLEMENT, 2015 INTERNATIONAL RESIDENTIAL CODE,2015 INTERNATIONAL ENERGY CONSERVATION CODE,2016 NYS SUPPLEMENTTO THE ENERGY CONSERVATION CODE AND THE 2014 NATIONAL ELECTRICAL CODE TO BE COMPLETED BY THE MANUFACTURER Manufacturer: Modular Steel Systems Inc. Project Name&Project Number: 201958-Our Lady of Good Address: 14300 Main road City/Town/Village Mattituck Zip Code: 11952 This worksheet is based upon the Documentation Guidelines for Factory Manufactured(Modular)Building Approval dated August 1,2018 prepared for the Residential Third Party Modular Review. This completed worksheet shall accompany each project submitted as part of the Residential Modular Program. This worksheet is provided for general guidance in preparing a satisfactory application for approval only. This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below. A description of each column is given in the second row,below the column header. The Response three options to check are: ® Completed(Completed in the factory) 0 N/A(the requirement is not applicable to the project or factory provided.) 0 S(the requirement is to be completed as onsite construction,provided by the factory) Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is A7 A complete calculations manual Completed ages I p h 9 Include index with all pages required for complete N/A through set S A6 Drawings indicate the location of the NYS Insignia of Drawing 3 Approval,Manuf.Data Plate and 3rd Party Inspection CompletedX N/A Agency labels s Al Cover Sheet identifies the design professional's Drawing 1 name,address and contact information.List 3rd Party CompletedX N/A Inspection Agency with address s A10 Cover sheet has an index for the entire drawings set Drawing I g Completed X (Be sure all pages required for a complete set are N/A listed) Q��7 -s APPROVE® DATE 7/14/20 Residential Submission Development Worksheet PFS CORPORATION Page 1 of 13 September 1,2018 Bloomsburg, PA A9 Cover sheet indicates thel j roect name,complete Drawing 1 P P Completed X address and county N/A Al2 Cover sheet identifies the climate zone and energy Completed X Drawing 1 testing agency and contact information N/A s Al2 Cover sheet identifies the use and occu anc rawing 1 P Y Completed X classifications N/A Al2 R301.1.4 Cover sheet identifies the seismic design category Completed X Drawing 1 and wind exposure category N/A Al2 Drawing Organization:Categorize"R"Occupancy in Completed Xrawing 1N/A One-family,Two-family,or Townhouse 5 Completed A13 R302 For Multiple Family Dwellings and Commercial N/AX Construction,provide plot plan showing the building 5 on the site,lot line dimensions and grade elevations. Completed X Drawing 1 Al2 R301.2.1 Cover sheet identifies the ground snow load,wind N/A R301.2.1.1 speed,address special wind regions s R301.2.1.5.1 (Special wind regions are addressed on a case by case basis),live and dead loads Completed X Drawing 1 Al2 R101.2 R Occupancies-Use and Occupancy N/A Circle One: One-Famil Two-Family Townhouse s Completed X Drawing 3, 5, Al2 Ch.2,Story Indicate Number of Stories=One Story N/A Definition Story Above Grade Plane as defined in 2017 UCS 5 5a and 5b A3 3"x6"clear space box provided for DOS/3'd party Completed X All drawings approval stamp in the same location on all pages of N/A the plan set 5 A2 Manufacturer's information provided Completed X 11 drawings N/A (name,address and phone number) s Completed X Drawing 1 . B7 Identify the agency and contact information N/A responsible for energy compliance completion on s site,in manufacturing Facility,or both Completed X Al Acknowledge submission to NYSDOS with hard N/A copies,electronic files with application and filing fee s Completed X Drawing 1 A9 Cover sheet to identify Codes used for compliance. N/A s Completed X Drawing 1 and A5 Identify ALL components and/or systems that are to N/A 811 be installed on-site by others that are not part of this s drawing 10, approval. 10a and 10b Completed X Drawing 1 Al2 Identify roof truss type and locate truss signage for N/A 133b structure s Completed Drawing 1 A13 Identify Flood Plain requirements per R322 N/AX s F Completed X Drawing 1 Al2 Identify building square footage by floor and total N/A D TE 7/14/ 0 s PFS ICOR- RA I ION Bloomsburg, PA Residential Submission Development Worksheet Page 2 of 13 September 1,2018 Al2 Identify building construction type CompletedX rowing 1 N/A s Section R - Required Drawing Details Drawing sheet or Reference Code Submission Requirement Response page number to Section where Doc• requirement is Guidelines addressed B1b R305.1 Elevations Completed rawingS 5,5a R310 Identify egress windows and ceiling heights,height of N/A and 5b stories above finished grade' s B1b Height of Building(ft.)= 27"-19/16" CompletedX Drawing 5N/A Grade topeak) s Ch.10 Chimneys and vents Drawing 3 y Completed X Ch.18 N/A Ch.24 s Blb R310 Floor Plan(s) CompletedX Drawing 10a N/A Identify egress windows s B1b Habitable Attic requirements Completed Drawing 3 Provide egress window N/AX Provide 13D Domestic Fire Sprinkler throughout s dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed compliance with the required provisions N/AX s R303 Light and Ventilation Drawing 4 Identify this information for each habitable room and Completed X on the window schedule for each window/door N/A s i STORY ABOVE GRADE PLANE.Any story having its finished floor surface entirely above grade plane,or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2. More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of the total building perimeter. 3. More than 12 feet(3658 mm)above the finished ground level at any point. 95F� APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 3 of 13 September 1,2018 R304 Room Size CompletedX Drawing 3 One room a min.of 120 SF N/A 70 SF for other rooms s 7-foot min.horizontal dimension R320 Accessibility:Guestrooms.A dwelling with guestrooms Completed B2h shall comply with Chapter 11 of the IBC for Group R-3 N/A X Completed x Drawing 9 135aFixtureFixture requirements N/A Ch.27 (See 2017 Uniform Code Supplement for updated s plumbing fixture flow requirements) CompletedX Drawing 3 B5d R307 Fixture spacing N/A P2705.1 s 134a M1901.1 Range and Oven Clearances CompletedX Drawing 3 N/A s CompletedX Drawing 3 134i R1004 Factory-built fireplaces N/A s Completed 134i R1004.2 Hearth extension N/A X • s Completed R1004.3 Decorative shrouds N/A X s Completed Drawing 3 B4i Unvented gas log heaters N/AX R1004.4 s CompletedX Drawing 3 84i Fireplace N/A R1004.5 Fireplace doors at Factory Built Fireplaces are not to s R1102.4.2 be installed,EXCEPT where specifically tested,listed and Labeled for use in accordance with UL 127. CompletedX Drawing 3 134i R1005 Factory Built Chimneys N/A s CompletedX Drawing 3 B4d Exterior air supply. N/A 64e R1006 S B2a R302.5 Garage Separation Completed X Drawing 3 Table Identify wall construction and opening protectives N/A R302.6 Identify limitation on use of Adhesive only attachment s of Gypsum wallboard Completed Floors and landings at exterior doors N/A R311.3 s X B1c Cross Sections—one per roof type/design CompletedX Drawing R305.1 N/A10 l0a and And dimension ceiling heights s 111111 Bid ' ComInterior CoveringDrawings 4 g B1 R702 Completed X 10, 10a,10b Gypsum Board on walls and ceilings:identify CompletedX Drawing 11 R702.3.5 limitation on use of Adhesive only attachment of N/A Gypsum wallboard s F PROVED DATE 7/14/20 Residential Submission Development Worksheet PFS CORPORATION Page 4 of 13 September 1,2018 Bloomsburg, PA B2C Flame Spread Classification not greater than 200 for CompletedX Drawing 1 note 1,/ R302.9 Wall and Ceiling Finishes N/A B2d Fire blocking CompletedX Drawing 1 note R302.11 N/A 132a Floor protection:Gypsum or equal protection of Completed R302.13 underside of floors including those over basement N/A X areas s Completed Bl) R408 Underfloor space ventilation and access N/AX s Completed Drawings 5, Blf Exterior Covering N/A X R703 Include materials and fastening for each s Sa,5b,10,l0a Completed Solar Energy Systems N/A X R324 Show Access Roof limit and calculation as defined in s the 2017 Uniform Code Supplement Completed Drawing 63d R802 Roof structure and Roof ventilation N/A R806.2 S X 10,10a, 10b Ble Attic access location CompletedX Drawing 3N/A R807 s CompletedX Drawing Blf Roof Exterior Coverings N/A Ch.9 Attachment of roof covering and underlayment s 10,10x,10b provided Completed B2a R902 Fire Classification of Roof Assemblies N/AX s Bid Weather Protection CompletedXrawing R903 "/A 10,10a,10b s 131f R905.1 General requirements CompletedX rawing "/A 10,10a,10b Fig. Ice shield underlayment provided s R301.2(7) Blf Asphalt Shingles CompletedX Drawing R905.2 N/A 10,10a,10b 131i Door and Window Schedule CompletedX Drawing 4 Notes:1.Window pressure and Windborne debris are N/A R308 separate requirements. s R310 2.Show dimensions complying with APPROVED R311 emergency escape and rescue requirements. /14/2® R312 1 exit per dwelling unit,side hinged&3'x6'-8" DATE 3. Address fall protection in accordance with PFS C®RPbRATI®N R312.2 Window fall protection. Bloomsburg, PA Safe glazing locations Drawing 1 R308.4 g g CompletedX Note 12,Drawing 3 N/A _ Completed R308.6 Skylights/sloped glazing N/A X s Residential Submission Development Worksheet Page 5 of 13 September 1,2018 Complet X Bli R609 Exterior window and door installation and flashing N/A S DDdraw Performance of windows Compl X ingBli R609'2 N/A S Testing and labeling Completed R609.3 N/A s Wind-borne Debris Protection Completd R609.6 N/A X 62e Protection of Openings Completed R301.2.1.2 N/A s R609.7 Anchorage of windows and doors and Mullions Completed R609.8 N/A s Complied Window fall protection N/A R312.2 S R311.7.6 Landings Completed N/A R311.3 s Completed 132a R311.8 Ramps N/AX s 132a R311.7 Stairs Completed N/A s Completed 132b R311.7.1 36"clear width N/A s 132b R311.7.5.1 Min.Tread depth=9" Completed R311.7.5.2 Max.riser height=8 1/4" N/A (2017 UCS) s Completed B2b R311.7.2 Min.head clearance=6'-8" N/A B2b R311.7.8 Handrails Completed N/A s Completed B2b R311.7.8.1 Handrail Height N/A 34"to 38"with 4 or more risers s R311.7.5.2.1 Winder tread Completed B2b R311.7.10.1 Spiral Stairs N/AX R311.7.10.2 Bulkhead enclosure stairs s (not permitted as means of egress from a story) B2b R303.7 Interior Stairway illumination Completed N/A s Completed 132b R312 Guards N/A s � APPROVED Completed 7 14/20 B2b R312.1.1 Guards required with floor surfaces more than 30" N/A DATE above floor below s PFS CORPOkATION Bloomsburg, PA Residential Submission Development Worksheet Page 6 of 13 September 1,2018 R312.1.3 Guards Completed X Drawing 3 Size of openings N B2b /A s Completed R313 Automatic Sprinkler Systems N/AX B2f (2017 UCS) (Habitable atticsz:Three stories above grade plane- s One&Two-Family Dwellings&Townhouses)Identify type of system Completed R313 Provide hydraulic calculations and a layout showing N/AX 132f 2017 UCS)) sprinkler head locations s Completed R313 Provide complete system diagram•and submit N/AX 132f 2017 UCS)) equipment specifications s Completed R316 Foam Plastic Insulation N/AX s Completed lot Plan 132a R302 Dwelling Unit Separation-Fire Resistant Construction N/AX S Completed 132a R302.3 One-hour Fire Separation for Two-Family Structure N/AX (%hr.with NFPA 13 sprinkler system) s Completed R302.1 N/A X A13 Minimum Fire Separation Distances s Completed B2a R302.2 Townhouse Requirements—Fire Resistant Wall N/AX Construction s Completed B2a R302.2.3 Townhouse-Parapet construction,or alternatively, N/AX where fire rated construction exceptions are met s Completed B2a R302.2.4 Townhouse-Structural independence N/AX s R302.3 Two-Family Construction Completed 1-hour separation per 302.2, NIA B2a or alternatively,where fire s rated construction exceptions are met Completed 64a M1303 Labeling of installed appliances N/AX s Completed 64h M1306 Clearances from combustible construction N/A X s B4a Ch.14 Heating&cooling equipment Completed X rowing 7 N/A s Z R313.1 Automatic fire sprinkler systems.An automatic residential fire sprinkler system designed and installed in accordance with Section P2904 or NFPA 13D shall be provided throughout all one-and two-family dwellings and townhouses when such dwelling or townhouse has a height of: 1.three stories above grade plane,or APPROVED 2.two stories above grade plane and a habitable attic,or 7/14/20 3.three stories above grade plane and a habitable attic. DATE PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 7 of 13 September 1,2018 Boa Heating System Completed X Drawing 7 Circle one: Hot Water BBD Electric BBD Forced Air N/A N1103.3.3 HVAC load sizing per ACCA Manual J with equipment Completed X APR supply B7i(b) M1401 to comply with ACCA Manual S provided(Heat loss N/A B7i(c) per ACCA Manual"J",and equipment spec by Manual s pages and 2 "S")Heat Loss Calc provided Boa Ch.21 H dronic Piping requirements Completed X Drawing 7 N/A X Completed Drawing 6 Ch.15 Exhaust systems N/A Bog sX Completed 134h M1502 Clothes dryer exhaust termination,installation, N/A X material and duct length s Completed 1341) M1503 Microwave and Range hood material,rate and N/AX M1504 location of exhaust s Completed 134h M1505 Overhead exhaust hoods for open-top broiler unit N/AX s Completed X Drawing 6 134h M1506 Exhaust ducts and openings N/A s Completed X Drawing 6 B4e M1507 Mechanical ventilation N/A s N1103.6 Whole house ventilation required Drawings 4 64 Q Completed X ' B7 Table Provide fan capacity,location and external air draw N/A and 6 N1103.6.1 location Indicate outdoor makeup air. s Completed B7i(d) Ch.16 ` Duct systems requirements N/AX s Completed M1601 Duct construction,materials and installation N/AX B7i(d) Provide Manual D design for duct sizing s Completed M1602 Return air requirements N/AX s Completed B7g M1701 Combustion air requirements N/AX s Completed Ch.24 Fuel Gas Requirements N/AX s Completed B4a G2406 Fuel Gas Appliance locations N/AX s Completed B7g G2407 Combustion,ventilation and dilution air for N/AX Mechanical Equipment s Completed 84i G2408 Fuel Gas Equipment&appliance installation N/AX clearances s A PROVED Completed G2413 Fuel Gas Pipe sizing and Materials N/A X DATE /14/20 G2414 s PFS CoRPC�R`4TION Bloomsburg, PA Residential Submission Development Worksheet Page 8 of 13 September 1,2018 Completed G2415 Fuel Gas Piping Installation N/AX S Completed G2420 Gas shutoff valves N/AX s B5 Ch. 26 Completed R306.3 General Plumbing Requirements N/AX R306.4 s Completed X Drawing 8, P2603.2 Drilling and notching of wood- N/A supply note 14 framed structure s Completed 135a Ch.27 N/AX Plumbing Fixture Requirements s Completed M2005 N/A X Ch.28 Water heaters s Completed P2803.2 N/A X Water Heater Temperature Control s Completed x Drawing 9 135c Provide line drawings of water supply N/A 65d and DWV plumbing system. s and 9a Completed X Drawing 9 135b P2906 Identify Water Supply and DWV plumbing sizes and N/A P3002 materials s and 9a Ch.29 Water Supply and Distribution Requirements Completed X Drawing 9 N/A Completed X Drawing 9 B5a P2903 Provide Fixture units,size of water supply piping N/A P2903.7 (3/4"min.) , s Completed 135b P3005.2 Provide Drainage Piping Cleanout requirements N/AX s Completed X Drawing 9 135b Ch.31 Vent System Requirements N/A S P3103.1 Roof extension vent terminal and flashing&sealing Completed X Drawing 9N/A P3103.3 S completed X Drawing 9 P3103.2 Frost closure requirement for Vent Piping N/A S Completed X Drawing 9 P3103.5 Vent terminal locations N/A s Completed P3108 Wet venting provided N/A X s Completed X Drawing 9 P3109 Waste stack vent location N/A s Completed Circuit venting requirements N/A X APP ®VE® s DATE 7/14/20 PFS' CORPORATION Residential Submission Development Worksheet Bloomsburg, PA Page 9 of 13 September 1,2018 Completed X Drawing 9 P3111 Combination waste and vent system N/A s Completed P3112 Island fixture venting N/A X S Completed X Drawing 9a P3114 Air admittance valves N/A s Completed X Drawing 9 P3201 Fixture Trap locations N/A and 9a s Electrical Requirements (Chapters 33 through 42) Completed X Drawing 6 136f E3901 Receptacle and J-box locations N/A Equipment locations and requirements s Completed X Drawing 6, E3902 GFCI/AFCI requirements N/A and drawing 8 s R314 Smoke detector Alarms completed X Drawing 6 DATE 7/14/20 Show locations on drawings N/A PFS C® s Bloomsburg, PA R315 Completed X Drawing Carbon Monoxide Alarms N/A 6 Show locations on drawings s Completed X Drawing 8 Typical Electrical Notes N/A S B6f Electrical equipment/appliance locations Completed X rawing 6 N/A Floor plans s Completed B6 Electric Systems N/A X 66a Separate electric meters are required for each s dwelling unit and Service equipment B6b E3908 Means of Grounding Completed X rawing 8 N/A s Completed X Drawing 8 B6b E4001.15 Grounding for Lighting Control N/A s Completed X Drawing 8 B6b E3907.9 Wire bending in Panelboards N/A S Completed X Drawing 6 136c Load calculations N/A S Completed X Drawing 8 136d Size of conductors N/A S Completed 136e Main disconnect&over current protection N/A X s Completed X Drawing 6 136g Ch.34 One-line Electrical diagram N/A s 66h N1104.1 Lighting plan Completed X Drawing 8N/A 75%of Lighting fixtures must have high efficiency s lamps Residential Submission Development Worksheet Page 10 of 13 September 1,2018 B7 IECC Energy Code Compliance path used(Circle One): completed X es-Check R402.1.2 N/A R402.1.5 Prescriptive Performanc Energy Rating Index s R405 R406 Forced Hot Air Furnace,Gas fired 80 AFUE Minimum Completed Oil fired-83 AFUE Minimum N/A X Provide Make and model number s (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 SEER min.(effective 1/26/2006) Completed Make and model number N/A X s Boiler,Gas fired-82-AFUE Minimum Completed Oil fired-84 AFUE Minimum N/A X Provide Make and model number s (effective 9/1/2012) N1102.1.2 Materials Identification.Installation shall be per the Completed X Drawing N1104.1.4 manufacturer's instructions.Materials must be N/A 10,10a,10b, identified so that compliance can be determined. s and 4 Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. Completed X Drawing R702.7 Vapor retarder installed on non-vented framed N/A ceilings,walls and floors. s 10,10a,10b N1102.4 Air leakage Completed X Drawing 1 Identify how joints,penetrations and openings in the N/A building envelope are sealed. s B7i(f) N1102.4.1.2 Completed N/A Drawing 1 ACH50/131ower door testing for Air Infiltration rate and achieve dwelling rate of 3 ACH s X N1102.4.5 Recessed lights shall be IC rated and installed with no Completed X Drawing 8 penetrations,or Type IC or non-IC rated installed N/A inside s an appropriate air-tight assembly with a 1/2" clearance from combustible materials and 3" clearance from insulation 67e N1103.1.1 Temperature Controls Completed Each dwelling unit has at least one thermostat capable N/AX of automatically adjusting the space temperature set s point of the largest zone. N1103.3 Duct Insulation Completed Supply ducts in unconditioned attics,spaces or outside N/AX the building must be insulated to R-8 or R-11. s Return ducts in unconditioned attics or outside the APPROVED building must be insulated to R-4 or R-6.Return DATE 7/14/20 ducts in unconditioned spaces must be insulated to FS CORPdRATION R-2.Insulation is not required on ducts in basements Bloomsburg, PA within the thermal envelope. N1103.3.5 Building Cavities—Not Used as ducts or plenums Completed N/A X s Residential Submission Development Worksheet Page 11 of 13 September 1,2018 M1602 Duct Construction Completed All joints,seams,and connections must be securely N/AX fastened with welds,gaskets,mastics(adhesives), s mastic-plus-embedded-fabric,or tapes.Duct tape is not permitted. Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. AlPROVED Cooling ducts with exterior insulation must be covered with a vapor retarder. DATE /14/20 Air filters are required in the return air system. PFS CORP6RATION The HVAC system must provide a means for balancing air and water systems. Bloomsburg, PA N1103.3.3 Duct Testing Requirements Completed Post-construction N/A X s N1103.5 Service Water Heating Water heaters with vertical pipe risers must have heat trap on both the inlet and outlet unless an integral Completed heat trap is provided or is part of a circulating system. N/AX Identify on the drawings the insulation R value(s)for s the circulating hot water pipes and HVAC piping N1103.5.3 Pipe insulation.Service water piping must be insulated Completed to R-3 where indicated N/AX Structural design age 1 Identify codes and referenced standards used in Completed X N/A design on a separate sheet bound with the structural s calculations 133a R301 Structural mate rials/elements CompletedX rowing N/A 10 l0a 10b Circle One: Engineere OR Prescriptive design s , 9 133a R301.4 Dead&Live Loads Completed Calculation "/" R301.5 s Manual page 1 83d R301.2.1 Ground Snow Load,Seismic Design Category and Drawing 1 g g ry completed X R301.2.1.4 Assumed Soil Site Class and Wind Speed and Exposure N/A R301.2.2 Category s R301.2.3 completed X Drawing 10 and 63c Specifications of all materials N/A calculation manual s pages 1 thru 9 Completed Drawing 133b R802.10 Provide Engineered roof details N/A 10,1Oa,IOb R804.3.6 s Completed X 133b R802.10 Truss specifications data sheet and truss uplift N/A R802.11 connections provided s CompletedX Drawing 3b 133b R602.10 Braced/Shear Wall N/A R602.12 Circle One: Engineered OR JPrescriptive design s CompletedX Drawing 3b B3b R602.10 Braced wall lines identified and dimensioned N/A s Completed X Drawing 313 133a Specifications for shear walls provided& N/A Structural adequacy of shear walls confirmed s Residential Submission Development Worksheet Page 12 of 13 September 1,2018 Completed Drawing 3b B3b Location and specifications for holddown devices N/A X provided on Braced wall and Foundation plans s Completed X Drawing 3 B3e Column(post)schedule and header(beam)schedule N/A provided on floor plan s Completed X Drawing 3 Continuity of uplift resistance confirmed N/A s Completed X Drawing Details of module connections(at ridge,mating line, N/A story-to-story)provided s 10,10a,10b R301.2.1.2 Wind-borne debris protection applicable Completed R609.6 And how addressed N/A X B3b R403.1.6 Location and specifications for holddown devices,size Completed Drawing 2 and spacing of sill plate anchor bolts and spacing of N/A X and 3a columns provided on foundation plan s Completed X Drawing 2 Bag R404 Uniformly distributed loads and Concentrated loads N/A identified on foundation plans s Completed X Drawing 2 B3d R404 Horizontal loads vectors identified on foundation plans N/A s APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 13 of 13 September 1,2018 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Our Lady of Good SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 14300 Main Road, Mattituck, ny. 11952 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ❑ New Residential Structure 0 Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): x❑ Truss Type Construction (TT) x❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): x❑ Floor Framing, Including Girders and Beams (F) Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative W;_.0 /APPROVED DATE 7/14/20 PFS CORPORATIOIN Bloomsburg, PA Generated by REScheck-Web Software Compliance Certificate Project 201958 Our Lady of Good OF NEtNY �P ,,( PAUL Energy Code: 2018 IECC CO Location: Mattituck, New York * �p Construction Type: Single-family Project Type: New Construction cn 2 Conditioned Floor Area: 2,383 ft2 2d C? Glazing Area 10% �O 09619 Climate Zone: 4 (5331 HDD) A'4pFFSSI NPS Permit Date: 0/2020 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 14300 Main Road Long Island Modular Homes Jim Novic Mattituck, NY 11952 500 Broadway,suite 163 Modular Steel Systems, Inc. Jericho, New York 11753 11 edwards drive bloomsburg, PA 17813 Compliance: Passes using UA trade-off Compliance: 2.0%Better Than Code Maximum UA: 397 Your UA: 389 Maximum SHGC: 0.40 Your SHGC: 0.28 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. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,383 38.0 0.0 0.030 71 Wall:Wood Frame,16"o.c. 1,895 21.0 0.0 0.057 91 Door: Solid Door(under 50%glazing) 40 0.160 6 DOOR 3 INSULATED: Solid Door(under 50%glazing) 17 0.160 3 Door 1:Solid Door(under 50%glazing) 18 0.160 3 Door 2:Glass Door(over 50%glazing) 40 0.310 12 SHGC:0.28 Window:Vinyl Frame 190 0.300 57 SHGC: 0.28 WALL(BASEMENT):Wood Frame,16"o.c. 141 13.0 0.0 0.082 10 DOOR 3 INSULATED:Solid Door(under 50%glazing) 17 0.160 3 WALL(ATTIC):Wood Frame, 16"o.c. 231 13.0 0.0 0.082 18 Door INSULATED: Solid Door(under 50%glazing) 17 0.160 3 Floor:All-Wood Joist/Truss 2,383 19.0 0.0 0.047 112 VAPPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Pagel of 10 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manregw,re�ents listed in the REScheck Inspection Checklist. Jim Novic, VP. J 7/8/2020 Name-Title S nature Date of- NEW y PAut stio�� APPROVED y z DATE 7/14/20 (P LU 09619 � PFS CORPORATION AROFEssi NPS 0/2020 Bloomsburg, PA Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 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-Verified° F'eldi Verified #, Pre-fnspection/Plan Review Complies' Corfements/Assump4ions, Value. Value 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate i[]Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on I ❑Not Applicable construction documents. �. 103.1, Construction drawings and ❑Complies - 103.2, documentation demonstrate _. ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems ( t ❑Not Observable U Systems serving multiple A>❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. ;} 302 jjl, I Heating and cooling equipment is Heating: Heating: ❑Complies �4a3.1 ',,.,'!sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2J ,: on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: OF NEW Y PAu� syop APPROVED DATE 7/14/20 2 z PFS CORPORATION (P`, 0961-1 Bloomsburg, PA 'O9P�' OFESSI N 0/2020 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 3 of 10 Section: . #. FoundationJlnspecti, Complies? Comments/Assumptions Req.1D 3.03 2 1 �A protective covering is installed to ❑Complies [FOlI]� protect exposed exterior insulation ❑Does Not ,and extends a minimum of 6 in, below ❑Not Observable '.)jgrade. i ❑Not Applicable 403 9 �.' 'Snow-and ice-melting system controls []Complies ,-f-0121,- :•A installed. ❑Does Not Q []Not Observable ❑Not Applicable Additional Comments/Assumptions: °F NE�y PAUL sti0 50 m w APPROVE® DATE 7/14/20 A90fiESS1 PFS CORPORATION 0/2020 Bloomsburg, PA 1 High Impact(Tier 1) ;2'' Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 4 of10 Section: Pians Verified : Field Votified # Framing/Rough M Inspection Complies Comments/Assumptions ; &.:Re l) Value Value - 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 []Does Not table for values. [FR1]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, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products; k fK❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or r taken from the default table. i,_ *` ki❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier F 1❑Complies [FR23]1' installed per manufacturer's El Does Not instructions. x h E ❑Not Observable '"0Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting F ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC F 400 that do not exceed code �.- 'p4❑Not Applicable limits. 402 4'S°] IC rated recessed lighting fixtures;v7 , _ ❑Complies [FR16]z sealed at housing/interior finish F ❑Does Not and labeled to indicate s2.0 cfm ..4' fi ' .s` + '„y. f 7't t ,,.❑Not Observable leakage at 75 Pa. r ❑Not Applicable 403.3.1 Supply and return ducts in attics : ❑Complies [FR12]1 , insulated >= R-8 where duct is Y r y ❑Does Not >= 3 inches in diameter and > R-6 where< 3 inches.Supply and ' r ❑Not Observable , return ducts in other portions of k' �7,'=� µ r z ❑Not Applicable F APPROVE the building insulated >= R-6 for I". u r yt diameter>= 3 inches and R-4.2 DATE 7/14/20 for< 3 inches in diameter, r F K 403.3.2 Ducts, air handlers and filter `{, �' , f "' ]❑Complies COBUTM [FR13]1 boxes are sealed with ❑Does Not Bloomsburg, PA joints/seams compliant with International Mechanical Code or #,; ra r r rg >hKy ❑Not Observable International Residential Code,as; zw r ❑Not Applicable applicable. � k 4a3 3�5, Building cavities are not used as L r' a = ❑Complies (jiFRiS]3 ducts or plenums. ❑Does Not r = a1❑Not Observable ❑Not Applicable 4-03' ¢HVAC piping conveying fluids R- R- ❑Complies [FR17]z above 105°F or chilled fluids ❑Does Not OF NE�/ below 55°F are insulated to >_R- � Y J - 3. ❑Not Applicable ��P p �� PAU( 403.4.1 Protection of insulation on HVAC # rv� #❑Complies p [FR24]1 piping. ❑ Does Not i u ❑Not Observable m2 � ❑Not Applicable N 403 5 3 A Hot water pipes are insulated to R- R- ❑Complies OA 096191 ![FR18]� k ' ?R-3. ❑Does Not OFNPS' ❑Not Observable ESS1 0/20 0 ❑Not Applicable 1 High Impact(Tier 1) _J.- Medium Impact(Tier 2) 3;,Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 5 of 10 Section Plans Verified' Fielld..Verified, # Framing/Rougb4n, lnspeetiorr Complpes? Comments/Assuireptions' Req.'ID Vague Value 4.Q3 6 +Automatic or gravity dampers are {❑Complies [FR19}z 1 installed on all outdoor air ` j❑Does Not intakes and exhausts. = x, ',,i❑Not Observable j❑Not Applicable Additional Comments/Assumptions: OF NEW Y PAut SyO,A APPRO1 ED m w DATE 7/14/20 � PFS CORPORATION '0.oR 096191 Bloomsburg, PA OFESSI N 0/2020 i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ',J-i Low Impact(Tier 3) I Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 6 of10 Se qon _ P. Pfa Vatuefied Fi®1V luefied P p # Insulation' Ins action: Com lies CommentslAssum t6ons &Ite ID :3Q3 1All installed insulation is labeled r..' E `" ❑Complies t f [IN131 ,;..or the installed R-values ;❑Does Not I provided. 'J 'f i❑Not Observable Y ;�❑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. [IN111 ❑ Steel ❑ Steel ❑Not Observable 14 ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the underside of the subfloor,or floor <❑Not Observable framing cavity insulation is in i❑Nat Applicable contact with the top side of { sheathing, or continuous _ a, insulation is installed on the ., x underside of floor framing and 4` 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/z of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3)1 exterior,the exterior insulation requirement applies(FR10). E] Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per r ❑Complies [IN4)1 manufacturer's instructions. 5' `R z ❑Does Not t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: oF NEwy PAl1t StiO,A APPROVED DATE 7/14/20 Z� �? PFS CORPORATION CoA 09619 Bloomsburg, PA 9O"ESS1 NPS' 0/2020 1 High Impact(Tier 1) 1:1-1 Medium Impact(Tier 2) (r,'3° Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 7 of10 Section lans.V--rlfied FteldsVentiec! i Final lnspect�on Provlisions PCompllesComSsa ments/Ampt ons lte ID. Value : Value1. 4. 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑ 402.2.6 Not Observable [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every ,., -� 300 ftp, r ❑Not Observable r y ❑Not Applicable 4!}2'2 3 Vented attics with air permeable , W a ' 'j❑Complies insulation include baffle adjacent4 ❑Does Not to soffit and eave vents that extends over insulation. s ❑Not Observable i❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F1311 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 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 '❑Complies [FI2711 determine air leakage with ft2 ft2 ❑Does Not ,either: 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 APPROV test. Postconstruction test:Total leakage measured with a DATE 7/14/20 pressure differential of 0.1 inch ,w.g, across the entire system PFS CORPORATIO14 including the manufacturer's air handler enclosure. Bloomsburg, PA 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ❑Not Applicable 'tests,verification may need to pp occur during Framing Inspection. 403.3.2.1 Air handler leakage designated �� ? ry❑Complies . _Y til ..r'= F 3 [FI2471 by manufacturer at<=2%of ❑Does Not design air flow. wt s* ❑Not Observable ❑Not Applicable y4'b Il Programmable thermostats 5j❑Complies [F1,9]z installed for control of primary ;z t Does Not N heating and cooling systems and initially set by manufacturer to �� Not Observable P��O pAU(�YO ,code specifications. f i- z ry h , ..y ❑Not Applicable dICA id Heat pump thermostat installed r tr Y { k ❑Complies * �Q [FI10]2on heat pumps. NUJ❑Does Not i } { ❑Not Observable W ❑Not Applicable Z t_ t 403 5 1 Circulating service hot water n ❑Complies FQ [F)11]zsystems have automatic or i4= �' " :❑Does Not A 9619 accessible manual controls. r ,90F NPS' 7 t 4 ;� Y,tn r3s []Not Observable ESS' 0/ 20 - ❑Not Applicable 1 High Impact(Tier 1) `.,2' Medium Impact(Tier 2) ;•3, Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 8 of 10 Secteon Plans Ve irefeee1Peeld Verefred Penal inspection Proveseoris Gomptees� Commentsl�►ssumpteons &Req:ID , Vatue Va6ue 403 fi$Zt All mechanical ventilation system Y: . k s ' 4r� ❑Complies [F125]? fans not part of tested and listed ±❑Does Not sa ,w HVAC equipment meet efficacy } s T ❑Not Observable and air flow limits per Table , a ;.,j 11403.6.1. 4y' s ❑Not Applicable 403 2 Hot water boilers supplying heat r ' ' ❑Complies [FI26]z through one or two-pipe heating 3 x } ❑Does Not systems have outdoor setback r s f ❑Not Observable �- control to lower boiler watery ased on outdoor ]Not Applicable temperature bh -; $ l pp �* w temperature. 403 5 1 1 Heated water circulation systems ' � ` "fix_ k ^❑Complies ffl,Z8]Zt have a circulation pump.The s ❑Does Not system return pipe is a dedicated v= x i , r F� ❑Not Obseryable ' return pipe or a cold water supply 'F []Not Applicable pipe. Gravity and thermos- syphon hermos-s hon circulations stems are not present.Controls for k a circulating hot water system � � } Al pumps start the pump with signal � f z ' h v-4-Tor not water demand within their n the p occupancy.Controls x ` A automatically turn off the pum DATE 7/14/20 when water is in circulation loop r { g £ PFS CORPORATIO is at set-point temperature and „ no demand for hot water exists r .„�4 M,,, µ ,.- Bloomsburg, PA 403 5 12 Electric heat trace systems 7 to� x� ❑Complies {Fj'�2J3�# comply with IEEE 515.1 or UL * ❑Does Not 515. Controls automaticallyn* � ❑Not Observable rix adjust the energy input to the a, heat tracing to maintain the , _ ❑NOt Applicable 3 tea : desired water temperature in theNXI f; 3 piping• jv W.A r-7 Demand recirculation water ' as ❑ComplRes [Ft30]z ❑Does Not systems have controls that 4h ter* Y ' t manage operation of the pump ' # and limit the temperature of the ; ❑Not Observable . `water entering the cold water _� � �_�� ❑Nat Applicable piping to <= 1049F. � yi x 4D3 5 4 Drain water heat recovery units _ a` f ,,❑Complies F131 k ` tested in accordance with CSA f ',[:]Does Not 855.1. Potable water-side , pressure loss of drain water heat � j ❑Not Observable s� a rk ❑NotApplicable ` recovery units< 3 psi for i e w individual units connected to one it k� or two showers. Potable water-side re h atPrecoveryssure lunts <oss of d2 psi forain r r3 ,3 > ]individual units connected to three or more showers. 404.1 90%or more of permanent ` _❑Complies [FI6]1 fixtures have high efficacy lamps.:ME ❑ u Does Not � p ❑ N��y Not Observable 9 ❑Not Applicable P PAU( O Fuel gas lighting systems have `��CDoes omplies Not .r G [F12r3]� no continuous pilot light. � g `3❑ * < �• , .. c,� t t-�"' r � � � �. Q ❑Not Observable ❑Not Applicable to cu 40I 3 Compliance certificate posted. [-]Not N [F 7]2 s s k ❑Does Not �O 09619 n ❑Not Observable OFESSI N ❑Not Applicable 0/202 1 High Impact(Tier 1) 2_Medium Impact(Tier 2) �3'�Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 9 of 10 Section Plans Verified Feeld Verified Fioall Inspection,P,rovisiorls Compfies� CominentsfAssump4cons ' Itega® . ._ Value Value ,.. 3q3 3; Manufacturer manuals for ❑Complies �FImechanical and water heating f -]Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: OF NEW Y PAUL sy0,9 m LU APPROVED 7/14/20 Z��A DATE RQ9619� O�ESS1 �P� PFS CORPORATION 0/2020 Bloomsburg, PA 1 High Impact(Tier 1) 2`; Medium Impact(Tier 2) 3!Low Impact(Tier 3) Project Title: 201958 Our Lady of Good Report date: 07/08/20 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating, U-Factor SHGC Window 0.30 0.28 Door 0.16 0.28 CoolingHeating& Heating System.• Cooling System: Water Heater: Name: Date: Comments OF NEWY Pain sy0 d ur z 0 Z 9619Q, v R�FESSI NP APPROVED 0/2020 DATE 7/14/20 PFS' CORPORATION Bloomsburg, PA Structural Calculation Index Page Rafter Calculations 6/12 roof 1 Ceiling Joist for 6/12 roof 2 Exterior wall headers and support studs 3 Ceiling beam module C Beam 1 4 Garage ceiling beam and support studs 4 12/12 roof 5 Rafter Calculations 6 Ceiling joist 6 Marriage wall beam at opening between kitchn and family room 6 Marriage wall Headers and suppotr columns 7 Foundation load 8 Marriage wall floor girders 8 Total pages 9 of NEl�,Y PAu� syO � ,p mLU APPROVED O 096191 =C� DATE 7/14/20 9CFESS1 NP 4/2020 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS SNOW LOAD Project ID#201958-Our Lady of Good Calculations are based on NDS 2018 requirements Consultant:Keyston Structural Group.,711 Davis Street,Scranton,PA 18505 Live Load=40 psf Roof pitch Cs Live load bedroom area=30 psf 6/12 1.00 Dead Load=10 psf ROOF SNOW LOAD CALCULATIONS PER CODE REQUIREMENTS For roofs with an eave to ridge distance,W,of 20 ft or less,the structure shall be'designed to resist unbalanced uniform snow load on the leeward side equal to 1.5 pf/Ce for roof slopes of 5 degrees or less,and 1.5 ps/Ce for roof slopes exceeding 5 degrees. Ground snow load:pg=25 psf on a horizontal projection Roof dead load Exposure category=B 1/2"plywood sheathing 1.6 Rafter spacing=16"o/c Felt and Shingles 3.0 Roof pitch=6/12=26.56 Deg. Rafter(Based on 2x8) 1.84 Total Dead load= 6.4 psf Sloped roof Snow Load:p s=Cs x p f Total Dead load flip rafter(2x4)= 5.52 pf=0.7xCexCtxpgxl I=Importance factor=1.0 Cr=1.1 (See ASCE 7) pf=0.7x1 x 1.1 x25x 1.0= - 19.3 psf ps=Csxpf=1x17.3= 19.3 psf Unbalanced Snow Load=ground snow load= 25.00 psf Occupancy live load=40 psf,30 psf in bedroom areas Dead load=actual or 10 psf .��C.�� NES J' Roof Unbalanced snow snow load on roof Total load on roof 0�( PAU( S 0� pitch Angle p f P s o load Wu WTD(psf) S� yG 6/12 26.56 19.25 19.25 . 25.00 25.00 31.44 2'_61/8" 2'-61/8" m 2 2'-6 3/16" 2(P ' �6A 096193 rt------ 10-91/2 90PESS1 XAPv i r - 9/2020 l ,z APPROVED DATE 7/14/20 -----�- -I PFS CORPORATION 10141 '10 112" Bloomsburg, PA -- 15'-6" e Rafter spacing at 16"o/c Load on rafter w=31.44*16/12= 41.92 plf P=wL/2=41.92*2.51/2+5.52*2.51/2= 59.55 Ib Concentrated load on rafter from flip rafter Case 2 Balanced snow on both sides of roof w=(19.3+5.52)*16/12= 33.0 a=projected length of flip rafter-2'-6 1/8"= 2.51 b=projected length of flip rafter-2'-6 1/8"= 2.51. P=W*a+W*b=33.0(plf)*2.51(ft)/2+33.0*2.51/2= 82.91 lb Governs Rafter spacing 16"o/c w= 41.92 plf Raw=(-P*b+wL*(L/2-b))/a= 194.57 Ib P= 82.91 Ib Rkw=(P*L+wL^2/2)/a= 446.18 Ib M at Pkw=P*b+w*b^2/2= 385.43 Ibft= 4625.15 Ibin x=Rew/w= 4.64 ft from Rew Rkw M at x=Rew*x-w*x^2/2= 301.04 Ibft= 3612.5 Ibin b= 2.52 10.79 Try 2x6 SPF#2 rafter A= 8.25 in^2 S= 7.56 in^3 Rew L= 13.31 1= 20.80 in^4 E= 1400000 psi Fb= 875.0 psi Fv= 135 psi 1 F'b=Fb*Cr*Cf= 1308.125 psi Cf-- 1.3 fb=M max/S= 611.59 psi<F'b= 1308.13 psi fv=3V/2A= 81.12 psi<Fv= 135.00 psi Use 2x6 SPF#2 rafter Flip Rafter 2x4 SPF#2 w= 41.92 R=wU2= 52.62 Ib M=wLA218= 33.02 Ibft R R Fb= 875.00 psi Fv= 135 psi L= 2.51 E= 1400000 psi Fb'= 1312.5 psi A= 5.25 inA2 S= 3.06 inA3 1= 5.36 inA4 M/S= 129.40 psi<F'b= 1312.5 psi 3V/2A= 15.03 psi<Fv= 135 psi A=5wLA4/384E1= 0.00 in Knee-wall stud c= 0.8 Le=Ke*L=1.0*60= 60 in Ke= 1.0 Kce= 0.3 For built up columns nailed per NDS Kf= 1.00 FcE=0.822Emin/(Le/d)A2 le/d=60/3.5= 17.14 ((fc/Fc')A2)+(fb/(Fb'*(1-fc/Fce)))<or=1 Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fc*))/2c)A2-(FcE/Fc*/c))A.5 M max=Wl*LA2/8 fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud#2 5.25 3.06 510000 1150.0 17.14 1426.51 1322.5 0.72 947.6 A=8.25 inA2 S=3:06 inA3 1=5.36 inA4 Fb=875.0 psi Fc-- 1150.0 psi E= 1400000 psi Emin= 510000 psi F*c=FeCt= 1150*1.15= 1322.5 psi FcE=0.822Emin/(Le/d)A2=0.822*510000/17.14A2= 1426.51 psi Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fc*))/2c)A2-(FcE/Fc*/c))A.5 Cp=1*(1+(1426.5/1322.5))/2*0.8-(((1+(1426.5/1322.5))/(2*0.8))A2-(1426.5/1322.5)/0.8)A0.5=0.72 LUMBER SIZE A E min Fc Le/d FcE Fe Cp Fc' 2x4 Stud SPF#2 5.25 '510000 1150.0 17.14 1426.51 1322.5 0.72 947.6 Load on studs= 446.18 Ib A=V/F'c= 0.47 inA2 #of 2x4 studs req'd= 0.09 use 2x4 studs at 16"o/c Roof/Ceiling joist OF N E IV y Roof/Ceiling joist shall be designed for storage load of 30 psf,attic accessed by pull down stairs. PAUL s o9 w=(10+20)*16112= 40.00 plf Pkw= 446.18 Ib <Q w1= 13.33 IF w= 40.00 W ewmw Z a= 10.79 b=4.71 N�OA 096191 L= 15.50 FESSI 1 px 9!2020 Rew=(wbA2/2+Pkw*b+w1*a*(a/2+b))/L= 257.94 Ib Rmw=(w1*aA2/2Pkw*b+w*b*(a+b/2))/L= .520.46 Ib Check 2x10 Doug Fir Larch#2 Ceiling joist A= 13.88 inA2 S= 21.39 inA3 1= 98.93 inA4 F'b=Fb*Cr*Cf Fb= 900 psi F'b=Fb*1.15*1.1= 1138.5 psi Fv= 150.0 psi E= 1500000 psi Mmax at point load=Rnw*b-wbA2/2= 2007.2 Ibft= . 24085.8 Ibin Check Bending fb=M max/S= 1126 psi<F'b= 1138.5 psi fv=3V/2A= 56.27 psi<Fv= 150.0 psi A1=(w1x/241E)(LA3-2LxA2+xA3)= 0.00 in A2=((w-wl)x/241EL)((aA2(2L-a)-2axA2(2L-a)+LxA3))= -0.28 in 2L-a= 242.5 in 2axA2= 4343495 inA3 A3=Pa(L-x)/61EL)(2Lx-xA2-aA2)= 0.29 in A=Al+A2+A3= 0.01 in<L/240= 0.78 in Use 2x10 Doug Fir Larch#2 Ceiling joist,may be substituted with SP#1,or Hem-Fir#1 95rw- APPROVED DATE 7/14/20 2 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS SNOW LOAD Exterior wall Headers and beams Size factor Cf used with Fc Size factor Cf used with Fb For 2x4 SPF#2= 1.15 For 2x10 SPF#2= 1.0 For 2x4 SPF#2 1.5 For 2x6 SPF#2= 1.10 For 2x4 SPFstud grade= 1.05 For 2x6 SPF#2= 1.3 For 2x8 SPF#2= 1.05 For 2x6 SPFstud grade= 1.0 For 2x8 SPF#2= 1.2 For 2x10 SPF#2= 1.1 Load on exterior wall From Roof= 194.57 Ib From ceiling= 257.94 Ib Total load= 452.51 lb rafters spaced at 16"o/c,Total load/(16/12)= 339.38 plf DH3046 window opening 6-4 314' W= 339.38 pif R1 R2 L= 6.6 ft I OF NEW y R1=R2=wU2= 1127.74 lb PAU( s O� M max=wL"218= 1873.69 Ibft= 22484.3 Ibin Try 2-2x10 SPF#2 Header * �Q A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 875 psi Fv= 135 psi E= 1400000 psi F'b=Fb*Cf= 962.5 psi 2� fb=Mmax/S= 525.56 psi<F'b= 962.5 psi fv=3V/2A= 60.96 psi<F'v= 135 psi X96193 v A=5wL^4/384EI= 0.05 in<U240= 0.33 in ROFESSI NP 9!2020 Use 2-2x10 SPF#2 Header Support columns C= 0.8 Le=Ke*L=1.0*97.5= 97.5 in Ke= 1.0 Kce= 0.3 For built up columns nailed per NDS Kf= 1.00 FcE=0.822Emin/(Le/d)^2 le/d=97.5/5.5= 17.73 ((fc/Fc')^2)+(fb/(Fb'*(1-fc/Fce)))<or-1 Cp=Kf*(1+(Fce/Fc*))/2c-(((1+(Fce/Fc*))/2c)^2-(Fce/Fc*/c))^.5 M max=Wl*L^2/8. fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fc Le/d FcE Fc* Cp Fc' 2x6 Stud#2 8.25 7.56 510000 1150.0 17.73 1334.01 1265.0 0.71 896.9 A=5.25 in^2 S=3.06 in^3 1=5.36 in^4 Fb=875.0 psi Fc= 1150.0 psi E= 1400000 psi Emin= 510000 psi F*c=FeCf= 1150*1.1= 1265.0 psi FcE=0.822Emin/(Le/d)^2=0.822*510000/26.24^2= 1334.01 psi Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fc*))/2C)^2-(Fce/Fc*/c))^.5 Cp=1*(1+(1150.0/1514.69))/2*0.8-(((1+(1150.0/1514.69))/(2*0.8))^2-(1150.0/1514.69)/0.8)^0.5= 0.71 LUMBER SIZE A E min Fc Le/d Fce Fe Cp Fc' 2x6 Stud SPF#2 8.25 510000 1150.0 16.64 1514.69 1265.0 0.75 947.9 Load on studs= 1127.74 Ib A=V/F'c= 1.19 in^2 #of 2x6 studs req'd= 0.14 use 1-2x6 studs Windowr opening 3'-6' w= 379.38 plf R1 R2 L= 3.5 ft R1=R2=wU2= 663.92 lb M max=wL"2/8= 580.93 Ibft= 6971.16 Ibin Try 2-2x6 SPF#2 Header A= 16.5 in^2 S= 15.13 in^3 1= 41.59 in^4 Fb= 875 psi Fv= 135 psi E= 1400000 psi F'b=Fb*Cf= 1137.5 psi fb=Mmax/S= 460.903 psi<F'b= 1137.5 psi fv=3V/2A= 60.36 psi<F'v= 135 psi A=5wL^4/384EI= 0.02 in<U240= 0.18 in Use 2-2x6 SPF#2 Header �FS/ APPROVED DATE 'x/14/20 PFS CORPORATION, Bloomsburg, PA OF NEW Y Module C ceiling beam 1 4 PAU` S 0 Load on beam from Ceiling joist Rmw= 520.46 Ib/16/12= 390.35 plf CO w=2*Rmw= 780.696 * <O W= 780.70 plf L= 15.75 �O 096191 R=wU2= 6147.98 lb M=wL^218= 24207.7lbft= 290492.3lbin A9Op SS1 NPS Try 4-1 1/2'x11 114"LVL Ceiling beam 9/2020 A= 67.5 inA2 S= 126.56 inA3 1= 711.91 inA4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi Cf=(12/9.25)^.125= 1.03 F'b=Fb*Cf= 2995.9 psi fb=Mmax/S= 2295.25 psi<F'b= 2995.9 psi fv=3V/2A= 136.62 psi<F'v= 280 psi A=5wLA4/384EI= 0.76 in<U240= 0.79 in Use 4-1 112 x11 114'LVL Ceiling beam LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud SPF#2 8.25 510000 1150.0 27.86 540.22 1322.5 0.37 484.3 Load on studs= 6147.98 Ib A=V/F'c= 12.70 inA2 #of 2x4 studs req'd= 2.42 use 4-2x4 studs Beam in garage Load on beam from Rew from rafter and Re from roof/ceiling joist= 452.51 Ib/16/12= 339.38 plf W= 339.38 R1 R2 L= 21.5 R1=R2=wU/2= 3648.36 Ib M max=wLA2/8= 19610 Ibft= 235319 Ibin TRY 9"x3/4"STEEL PLATE SANDWICHED BETWEEN 2-1 112"x9 1/4"LVL INSTALLED IN CEILING Steel Plate properties Fy=36000 psi A=.75x9= 6.75 in A2 E= 2.9E+07 Fb=.66xFy= 23760 psi 2-1 1/2x9 1/4 LVL A=2*1.5*9.25= 27.75 inA2; E= 2000000 psi F�=AxFy=14400 psi Fb=FbCrCf--2900-(12/9.25)A.125= 2995.90 psi Fv= 280 psi 1=2xl.5x9.25A3/12=197.9 in A4 S=2xl.5x9.25A2/6=42.8 inA3 Modular Ratio,N=Etee/E LVL=29000000/2000000= 14.50 Transformed steel area AT.nn".er-.75x14.5= 10.875 in I Tmnsmnned=14.5x.75x9^3112= 660.66 inA3 S Transformed=14.5x.75x9A2/6= 146.81 inA3 Neutral axis N.A=c=(ALVL*11.25/2+N*Asteel*9/2)/ALVL+N*Asteel=(27.75*4.625+14.5*.75x9*5.5)/(27.75+14.5*9*.75)= 4.53 ,LLVL=4.625-4.54= 0.10 Lsteei=4.5-5.54= -0.03 1 Transformed=I LVL+A LVLxDA2+I Steel Transformed+A TransformecbcDA2=660.66+27.75x.1 A2+660.665+14.5x.03A2= 858.8 inA3 S Transformed LVL=1 Transformed/c=858.8/4.625= 185.7 S Transformed Steel=1 Transformed/c=858.814.5= 190.8 inA2 LUMBER SIZE Atmn I Itran Stmn E Eltran c Fb F°b FV 2-1 1/2x9 1/4 LVL 125.6 197.9 858.8 185.7 2E+06 1.72E+09 4.63 2900 2995.9 280.0 3/4x9 Steel plate 125.6 45.6 858.8 190.8 2.9E+07 2.49E+10 4.50 36000 23760 993.10 M wood=Fb wood*Stransformed= 44873.8 Ibft M steed=(Fb steeVN)*(Itransformed/h steel/2)/12= 27997 Ibft Ms/Mw= 0.62 Check steel flitch plate fb=Mmax/S= 17879.3 psi<F'b= 23760 psi fv=3V/2A: 43.56 psi<F'v= 993.10 psi A=5wLA4/384EI= 0.95 in<U240= 1.08 Bolts 112"Dia.Perp.To grain Per NDS dowel bearing= 3150 psi NDS Table 11.3.2 Z= 945.00 psi Load on plate=w=w*(Ms/MH 211.75 Iplf APPROVE® DATE 7/14/20 4 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS SNOW LOAD Bolt spacing=Z/Wp= 53.55 in Use 36"spacing End bolting=Reaction R2= 3.86 Use 4 bolts Space bolts in two rows 1"from edge and stagger at 36" Use 9"x3/4"STEEL PLATE SANDWICHED BETWEEN 2-1 1/2"x9 1/4"LVL INSTALLED IN CEILING Support columns LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x6 Stud SPF#2 8.25 510000 1150.0 17.73 1334.01 1265.0 0.71 896.9 Load on studs= 3648.36 Ib A=V/F'c= 7.53 in^2 #of 2x6 studs req'd= 1.44 use 2-2x6 studs 12112 roof P NE T-13/4". � PAUL Aut Y O l LU C96191 PE S1 9/2020 Fl T-3" i 15'-9" Case 1 Unbalanced snow on one side of roof and no snow on the other side Rafter spacing at 16"o/c Load on rafter w=31.44*16/12= 41.92 plf P--wIJ2=41.92*5.2/2+5.52*5.2/2= 108.29 Ib Concentrated load on rafter from flip rafter Case 2 Balanced snow on both sides of roof w=(19.3+5.52)*16/12= 33.0 a=projected length of flip rafter--5'-2"= 5.17 b=projected length of flip rafter-5'-2"= 5.17 P=W*a+W*b=33.0(plf)*5.2(ft)/2+33.0*5.2/2= 170.64 Ib Governs Rafter spacing 16"o/c W= 41.92 plf Rew=(-P*b+wL*(U2-b))/a= 80.62 Ib P= 170.64 Ib Rkw=(P*L+wL^2/2)/a= 473.41 Ib "J M at Pkw=P*b+w*b"2/2= 494.84 Ibft= 5938 Ibin x=Rew/w= 1.92 ft from Rew Rkw M at x=Rew*x-w*x^2/2= 51.69 Ibft= 620.2 [bin b= 2.15 7.00 Try 2x6 SPF#2 rafter A= 8.25 in^2 S= 7.56 in^3 Rew L= 9.15 1= 20.80 in^4 E= 1400000 psi Fb= 875.0 psi Fv= 135 psi F'b=Fb*Cr*Cf= 1308.125 psi Cf= 1.3 fb=M max/S= 785.21 psi<F'b= 1308.13 psi fv=3V/2A= 86.07 psi<Fv= 135.00 psi Use 2x6 SPF#2 rafter F APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA Flip Rafter 2x6 SPF#2 w= 41.92 R=wU2= 108.29 Ib M=wL^2/8= 139.88 lbft R R Fb= 875.00 psi Fv= 135 psi L= 5.17 E= 1400000 psi Fb'= 1137.5 psi A= 8.25 in^2 S= 7.56 in^3 1= 20.80 in^4 M/S= 221.96 psi<F'b= 1137.5 psi 3V/2A= 19.69 psi<Fv= 135 psi A=5wLA4/384EI= 0.02 in Knee-wall stud c= 0.8 Le=Ke*L=1.0*96= 96 in Ke= 1.0 Kce= 0.3 For built up columns nailed per NDS Kf= 1.00 FcE=0.822Emin/(Le/d)A2 le/d=96/3.5= 27.43 ((fc/Fc')^2)+(fb/(Fb'*(1-fc/Fce)))<or=l Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fc*))/2c)^2-(FcE/Fc*/c))^.5 M max=Wl*L^2/8 fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud#2 5.25 3.06 510000 1150.0 27.43 557.23 1322.5 0.38 497.3 A=8.25 in"2 S= 3.06 in^3 1=5.36 in^4 Fb=875.0 psi Fc= 1150.0 psi E= 1400000 psi Emin= 510000 psi F*c=Fc-Cf-- 1150*1.15= 1322.5 psi FcE=0.822Emin/(Le/d)^2=0.822*510000/17.14^2= 557.23 psi Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(FcE/Fc*))/2c)12-(FcE/Fc*/c))^.5 Cp=1*(1+(1426.5/1322.5))/2*0.8-(((1+(1426.5/1322.5))/(2*0.8))^2-(1426.5/1322.5)/0.8)"0.5=0.38 SOF NEItiY LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' PA 2x4 Stud SPF#2 5.25 510000 1150.0 27.43 557.23 1322.5 0.38 497.3 Load on studs= 473.41 Ib A=V/F'c= 0.95 in^2 #of 2x4 studs req'd= 0.18 use 2x4 studs at 16"o/c o RooflCeiling joist Roof/Ceiling joist shall be designed for storage load of 30 psf,attic accessed by pull down stairs. M 2 w=(10+20)*16/12= 40.00 plf Pkw= 473.411b S Cr �O 096191 v w1= 13.33 w= 40.00 R�FESS1 NP 9/2020 ew mw a=8.50 b=7.00 L= 15.50 Rew=(wb^2/2+Pkw*b+w1*a*(a/2+b))/L= 359.28 Ib Rmw=(w1*aA2/2Pkeb+w*b*(a+b/2))/L= 507.46 Ib Check 2x10 Doug Fir#1 &bter Ceiling joist A= 13.88 in^2 S= 21.39 in^3 1= 98.93 in^4 F'b=Fb*Cr*Cf Fb= 1200 psi F'b=Fb*1.15*1.1= 1518.0 psi Fv= 180.0 psi E= 1800000 psi Mmax at point load=Rnw*b-wb^2/2= 2572.2 Ibft= 30866.6[bin Check Bending fb=M max/S= 1443 psi<F'b= 1518.0 psi fv=3V/2A= 54.86 psi<Fv= 180.0 psi A1=(wlx/241E)(L^3-2Lx^2+x^3)= 0.00 in A2=((w-wl)x/241EL)((aA2(2L-a)-2ax^2(2L-a)+Lx"3))= -0.11 in 2L-a= 270.0 in 2ax^2= 2122416 in^3 A3=Pa(L-x)/61EL)(2Lx-x^2-a^2)= 0.35 in A=Al+A2+A3= 0.24 in<L/240= 0.78 in Use 2x10 Doug Fir#1 &bter Ceiling joist,may be substituted with SP#1 dente,or SPF Select structural Marriage wall beam at opening between kitchen and family room Load on beam from Rooflceiling joist Rmw= 507.46 Ib/16/12= 380.59 plf W= 339.383 R1 R2 L= 13.67 APPROVED 6 DATE 7/14/20 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS SNOW LOAD R1=R2=wU2= 2319.12 Ib M max--wL^2/8= 7923.64 Ibft= 95084 Ibin Try 2-11/2"x9 114"LVL A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2000000 psi Cf=(12/9.25)^.125= 1.033 F'b=Fb*Cf= 2995.9 psi fb=Mmax/S= 2222.56 psi<F'b= 2995.9 psi fv=3V/2A= 125.36 psi<F'v= 280 psi -A=5wLA4/384EI= 0.67 in<U240= 0.68 in Use 2-1 112"x9 114"LVL in each module Support columns LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 27.86 540.22 1322.5 0.37 484.3 Load on studs= 2319.12 Ib A=V/F'c= 4.79 in^2 #of 2x4 studs req'd= 0.91 use 2-2x4 studs Marriage wall headers W= 380.59 plf f�,of- NEW y R1 R2 ,<Q- �y PAU( s 0 L= 5.1 ft 0) R1=R2=wU2= 967.345 lb M max=wL^2/8= 1229.33 Ibft= 14752 Ibin Try 1-2x10 SPF#2 Header 2 2 A =13.875 in^2 S= 21.39 in^3 1= 98.93 in^4 d �Q7 Fb= 875 psi Fv= 135 psi E= 1400000 psi p °96191 F'b=Fb*Cf= 962.5 psi FESSI NPS' fb=Mmax/S= 689.649 psi<F'b= 962.5 psi 9/2020 fv=3V/2A= 104.58 psi<F'v= 135 psi A=5wLA4/384EI= 0.04 in<U240= 0.25 in Use 1-2x10 SPF#2 Header in each module,Install in rooffceiling as a rim joist for all openings LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x4 Stud SPF#2 5.25 510000 1150.0 27.86 540.22 1322.5 0.37 484.3 Load on studs= 967.345 Ib A=V/F'c= 2.00 in^2 #of 2x4 studs req'd= 0.38 use 1-2x4 stud and 1-2x4 jack stud Exterior Wall headers Load on header is from Rafter Rew and Ceiling joist Rmw= 588.081b/(16/12)= 441.06 pif w= 441.06 R=wU2= 1465.62 Ib R R M max=wL^2/8= 2435.06 Ibft= 29220.7 Ibin L= 6.65 Try 2-2x10 SPF#2 Header A= 27.75 in^2 S= 42.78 in13 1= 197.86 in^4 Fb= 875 psi Fv= 135 psi E= 1400000 psi F'b=Fb*Cf= 962.5 psi fb=Mmax/S= 683.026 psi<F'b= 962.5 psi fv=3V/2A= 79.22 psi<F'v= 135 psi A=5wL^4/384EI= 0.07 in<U240= 0.33 in Use 2-2x10 SPF#2 Header for all openings smaller or equal to 6.65 ft LUMBER SIZE A E min Fc Le/d FcE Fc* Cp Fc' 2x6 Stud SPF#2 8.25 510000 1150.0 17.73 1334.01 1265.0 0.71 896.9 Load on studs= 1465.62 Ib A=V/F'c= 3.03 in^2 #of 2x6 studs req'd= 0.58 use 1-2x6 stud and 1-2x6 jack stud Load on foundations 6112 roof area Exterior wall Load from roof= 452.51 Ib/(16/12)= 339.383 plf Load from occupancy=(40+1 0)*1 5.75/2= 393.75 pif Total load= 733.13 pif APPROVED 7 SDATE 7/14/20 PFS CORPORATION Bloomsburg, PA Load on Marriage wail Load from roof= 520.46 Ib/(16/12)= 390.348 plf Load from occu pancy=(40+1 0)*1 5.75/2= 393.75 plf 784.10 plf Load on foundations 12(12 roof area Exterior wall Load from roof= 439.90 Ib/(16/12)= 329.928 pif, Load from occupancy=(40+1 0)*1 5.75/2= 393.75 plf Total load= 723.68 pif Load on Marriage wail Load from roof= 507.46 Ib/(16/12)= 380.595 pif Load from occupancy=(40+10)*15.75/2= 393.75 pif Total load= 774.34 pif Marriage wall floor girder 2-1 1/2"x91/4"LVL 6/12 roof area W= 784.10 L= ? A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in A4 Fb= 2900 psi Fv= 280 psi E= 2.00E+06 F'b=Fb*(h/b)A.125= 2995.9 psi M=F'b*S= 128169lbin/12= 10680.7lbft or- NE�y M=wL"2/8 L=(8*M/w)^0.5= 10.44 ft �,`Q�Off.( PAU( Sy0,p� Fv=3V/2A 2*Fv*A=3*V=w*U2 4Fv*A/3=w*L L= 4*Fv*A/3*w= 13.21 ft * �O A=5*w*L^4/384*E*I=U240 L=(384*E*1/1200*w)^1/3= 10.39 ft m 2 Max L=10'-4" 2( F� 'OA 09619 _ Marriage wall floor girder 2-1 1/2"x9 1/4"LVL 12/12 roof area P�'� �FESSI N 9/2020 W= 774.34 L= ? A= 27.75 inA2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2.00E+06 F'b=Fb*(h/b)^.125= 2995.9 psi M=F'b*S= 128169lbin/12= 10680.7lbft M=wL^2/8 L=(8*M/w)^0.5= 10.50 ft Fv=3V/2A 2*Fv*A=3*V=w*U2 4Fv*A/3=w*L L= 4*Fv*A/3*w= 13.38 ft A=5*w*L^4/384*E*I=U240 L=(384*E*1/1200*w)^1/3= 10.43 ft Max L=10'-5" Marriage wall floor girder 2-1 1/2"x91/4"LVL no roof load area(floor load only) W= 393.75 L= ? A= 27.75 in^2 S= 42.78 in^3 1= 197.86 in^4 Fb= 2900 psi Fv= 280 psi E= 2.00E+06 APPROVED DATE 7/14/20 8 PFS CORPORATION Bloomsburg, PA 25 PSF GROUND BEAM AND COLUMN CALCULATIONS SNOW LOAD F'b=Fb*(h/b)^.125= 2995.9 psi M=F'b*S= 1281691bin/12= 10680.71bft M=wL^2/8 L=(8*M/w)^0.5= 14.73 ft Fv=3V/2A 2*Fv*A=3*V=w*U2 4Fv*A/3=w*L L= 4*Fv*A/3*w= 26.31 ft A=5*w*L^4/384*E*I=U240 L=(384*E*1/1200*w)^1/3= 13.07 ft Max L=13'-1" MODULE C Marriage wall floor girder 3-2X10 SPF#2 Load is from occupancy only W= 393.75 L= ? A= 41.625 in^2 S= 64.17 in^3 1= 296.79 in^4 Fb= 875 psi Fv= 135 psi E= 1.40E+06 F'b=Fb*(h/b)^.125= 903.937 psi QF NEW M=F'b*S= 58007.31bin/12= 4833.941bft M=wL^2/8 L=(8*M/w)^0.5= 9.91 ft COO dO yG Fv=3V/2A 2*Fv*A=3*V=w*U2 4Fv*A/3=w*L * <Q L= 4*Fv*A/3*w= 19.03 ft fi A=5*w*L"4/384*E*I=0240 L=(384*E*I/1200*w)^1/3= 13.29 ft 2(P Max L=9'-11" SOA 096191 k,; R VIZ OFESSI NP 9/2020 APPROVED 9 DATE 7/14/20 PFS CORPORATION Bloomsburg, PA 7/8/2020 ,<<G of NEW Y *C-01 PAUL SyO,A BWL Design is Based upon Wood Frame Construction Manual 2018 Edition ` Exterior Perforated(Type II)Shear wall(WFCM 3.4.4.2) o Proiect ID# 20 9581- = UJ Design Criteria: Wind Speed(V,,,)_® mph Exposure Category= ® 2� Roof Pitch= Mean Roof Height(ft)_ -151C12j1t �q 09619 (Add a Story when Ridge>10') R�Pes S( NP 9/2020 1st Sto BWL-A7 56'-0' Y-10318'. .. 17-6319: 8':107!16' - _ T315116' g-1317 __;_-mss; SATR2 BEOROGM3 P YERROGM FAMP.Y ROOM i MILD ROOM _ _� j MM3 j Foran ' 4' � PERSWAL OFFlCE F_ .i J'-1013116', 7'-B 5116• - -4-21116__ ,._7'1:7116•- - .3'-11516'.; Building Wall Elevation BWL A-1 BWL B-1 BWL 1-1 BWL 2-1 Wall Height(H)(ft) `8-50 '8:50; , 8,50 : 8,50 - Max.Unrestrained opening Height(in) &Q:00;-: 80.00 ' 80.00rz 80,OQ Actual Length of Full Height Sheathing (LFH)(ft);min.length to have aspect ration 3.5/1 60 00,, 27,13,' 2'5,22_;' Length of Wall (Lwa1l)(ft) 64.00 64.013 3,1'.63i_ 31'.63 - Percent Full Height Sheathing (LFH/Lwall)*100 (°/D) _78.13 - 42.38, . 79,74., 89.33',_ Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(Table 3.17A)' .6.80; 6.801'_, 13,54',, 13;54' - Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2015(CWH) 1,29i 9j.29._ Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4.42 per ° Table 3.17D(CswA) Min Length Full Ht Sheathing Segmented Wind(ft)L Type I=Lsw*CWH*CSWA 8 77 ; 8 77, 12.05- Perforated 2 05Perforated(Type II)Length Increase Factor From Table 3.17E(interpolated)=W(CL) _:1:150 1.530-- .1.14' Min.Length Full Height Sheathing Perforated Wind(ft) (LTYPE u-w=LTYPE I-w(CL)) L TYPE a with less orequal to LFH PERF PERF PERF PERF 'Values may have been interpolated. BWLA 1-`Qeslgned as 16 Q/C Perforated Vllall vnth 7116,"WSP(Blocked)on e;&ibir face secured wlth 8d;commori nails @ 6",!O/C BWL B 1.geslgned as 16 O/ Perforated Wall with7146"WSP+(Blocked),on extenor,face secured with'8d_common nails @ 6"O/C BWL;1:-1 Desrgnedas 16 OIC Perforated Wall>with 7/16"WSP(Blgcked)ori extenor:face secd[ed with 8d commoh naps•@ 3"_O!C BWL 1 2_Desrgned;as 16 _OIC Perforated Wall with 7116 INSP(Blocked}ori-extenor4ace secured with 8d common,nalls Overturning Resistance(WFCM 3.2.3) Braced Wali Line A-1 -Overturning Capacity v= 436' = plf v adjusted for sheathing(Table 3.17D)=v/Cswa= plf -Perforated Overturning force=V=v'*LTYPEII-w/LWALL*H= Tv 5134 a Ib Braced Wall Line B-1 Overturning Capacity v= S6T„' plf v adjusted for sheathing(Table 3.17D)=v/Cswa= `436,.:plf Perforated Overturning force=V=v'*LTYPEII-W/LWALL*H= Braced Wall Line 1-1 -Overturning Capacity v= ,. 438- • pif v adjusted for sheathing(Table 3.17D)--v/Cswa= 632`T',plf -Perforated Overturning force=V=v'*LTYPEII-W/LWALL*H= 2333 Ib Braced Wall Line 2-1 -Overturning Capacity v= '-`436; plf v adjusted for sheathing(Table 3.17D)=v/Cswa= n632, plf -Perforated Overturning force=V=v'*LTYPEII-w/LWALL*H= ._2196 ';Ib �e� _ APPROV�� DATE 7/14/20 Pagel PFS CORPORATION Bloomsburg,PA 7/8/2020 oF NE y PAUL S 0 CO BWL Design is Based upon Wood Frame Construction Manual 2018 Edition Exterior Perforated(Type II)Shear wall(WFCM 3.4.4.2) Project ID Design Criteria: Wind Speed(V it)= mph Exposure Category= N;61 OA096191 Roof Pitch= Mean Roof Height(ft)= 114"8'1'f2>' R�FESS1 �4 (Add a Story when Ridge>10') 9/2020 Buildin 2 BWL 3-1 31'-7112" 12'-6„ 18'-3 5116" 7'-0.5/8" 2'-6 13/16" BWL4-1-31'-71/2" Building Wall Elevation BWL C-1 BWL D-1 BWL 3-1 BWL 4-1 Wall Height(H)(ft) f8:50;_ 8.50 8;50 : -&50' Max.Unrestrained opening Height(in) 64:06• 64100 "80,00' 48.00_ Actual Length of Full Height Sheathing (LFH)(ft);min.length to have aspect ration 3.5/1 9.35: 12-40 7 28:3Q, ,. 27.90,,i Length of Wall (Lwau)(ft) 115;751 1'S?75 .5"$ 8' J'A, '63 Percent Full Height Sheathing (LFH/LWall)*100 (%) 59.37 80.00 $9;•49 88.22 s Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(Table 3.17A)* 7 30'. 17,•:30 3'165 36$' Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2015(CWH) Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4.4.2 per Table 1.00 1.;60 1.00 P 00 3.17D(CSWA) ,r, _ Min Length Full Ht Sheathing Segmented Wind(ft)L Type I=Lsw*CwH*CSWA 4:75 2:37 _- Perforated(Type It)Length Increase Factor From Table 3.17E(interpolated)=W(CL) ° 1.286 1:1'10 1.060 9:040`:• Min.Length Full Height Sheathing Perforated Wind(ft) (LTYPE II-w=LTYPE I•W(CL)) 5:9-8 :5:27 2;51 1 0: ,''''_ L TYPE a with less or equal to LFHi"---'PERF,- PERF `-:PERF '1;:PERF', 'Values may have been interpolated. BWL,C 1+De'slgne, as,16"O1C;Perforated Wall:witl 7/16 VIISP(Blocked)on eztenor face secured'wfth$d common nails @'6'O/C BWL D 7.De"sJgned as'16 0/C,=Perfo6ated Wall with 7116 IAiSP(E31osRed)on eiitenorYace secured with 8d common nails @-6"OIC BWL 3 1 Designed,as r16 O/C;Ferforated,Wall with 7/16 WSP(Blocked)on exterior fad&secufed:vA Sd common nail`s @ 67 01C BWL 4-1 Designed as 16.O/C-Perforated Wall WthF7/16_'WSP(Blocked).on exterior-face'secured'wlth 8d common nails @ 6�0/C Overturning Resistance(WFCM 3.2.3) Braced Wall Line C-1 -Overturning Capacity v= 4"361, plf v adjusted for sheathing(Table 3.17D)=v/Cswa= _ '43fi `';plf __ -Perforated Overturning force=V=v'*LTYPEII-W&WALL*H= p 1407';Ib Braced Wall Line D-1 -Overturning Capacity v= 436+, . plf v adjusted for sheathing(Table 3.17D)=v/Cswa= 436.' plf -Perforated Overturning force=V=v'*LTYPE m&wALL*H= 1239 Ib Braced Wall Line 3-1 -Overturning Capacity v= x436;' plf v adjusted for sheathing(Table 3.17D)=v/Cswa= ` 436•vg plf -Perforated Overturning force=V=v'*LTYPEII-W/LWALL*H= 1 29.5-M lb Braced Wall Line 4-1 -Overturning Capacity v= L`43,6'. plf v adjusted for sheathing(Table 3.170)=v/Cswa= 436,. !pif -Perforated Overturning force=V=v'*LTYPE1MLWALL'H= '-Y�289 I Ib a ,,SFS- APPROVED �DATATE 7/14/20 Page 2 PFS CORPORATION Bloomsburg,PA OF NEW Y BWL Design is Based upon Wood Frame Construction Manual 2018 Edition �Q- 74 PAUL S 0 Exterior Perforated(Type II)Shear wall(WFCM 3.4.4.2) CID Project ID#7959 8-"_ o. - 9 ,_1 Bsign Criteri Wind Speed(V,,,,)= mph Category= W 2 � Roof Pitch= Mean Roof Height(ft)= 1 stn �� (Add a Story when Ridge>10') 6,p 09619 Panelized Garage RCFESSI NP 9/2020 BWL Et 22'-0" PANELIZED GARAGE N O O_ � rfJ IfJ l0 m 2-10 1/2" 7-101/2" BWL F1 22'-0" Building Wall Elevation JBWL E-1 JBWL F-11 BWL 5-11 BWL 6-1 Wall Height(H)(ft) 9 4.50 -8'.56 '8`:50 8y5Q: Max.Unrestrained opening Height(in) W.Ot) 96- 32'.00 32.00. Actual Length of Pull Height Sheathing (LFH)(ft);min.length to have aspect ration 3.5/1 Length of Wali (Lwan)(ft) 2200 22 eQ 1.5188 1`5:8&: Percent Full Height Sheathing (LFH/Lwan)*100 (%) 2Ci.14 1,00.00 • 1gQ.00'' Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(Table 3.17A)* l 1,65 3:65 5.035:Q3.- Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2015(CwH) _ 0:65 . 11:65 .65- Shear wall Adjustment for other sheathing materials than ones specified in Section - ' 3.4.4.2 per Table 3.17D(CswA) °" 1 QO 1,:00 Min Length Full Ht Sheathing Segmented Wind(ft)L Type I=Lsw*CWH*CSWA 0 00` 2:3Z 3;27 3 27 IPerforated(Type 11)Length Increase Factor From Table 3.17E(interpolated)=W(CL) 1 980 x 1,.000 1i00Q ': Min.Length Full Height Sheathing Perforated Wind(ft) (LTYPE u-w=LTYPE -W(CL)) 4.--70 3:27 :; 3 27 L TYPE a with less or ual to LFH ;PERF PERF PIMF- Values RF:„„ u *Vales may have been interpolated. BWL_E-T Requieres 3 65 ft available from BWL B:-1'1i.',1 BWL F=1 Designed as 1.6”O/G PerforatedlWall with 7/16''UVSP(8loeked)on'.extenor face secu?ed with$d common nails @ ti 0 BWL 5-1 Designed as 1ti"0/C-Perforated Waltvaith 7/16.::WSP(Blocked)ori:extenor face secured wtth,8d common riails,@ 6"0 BWL.6,1 Designed as! O/C,Perforat6d Wall with 7/16__VVSP(Blocked)on,extenorface secured with 8d common Halls:@ 6 `O Overturning Resistance(WFCM 3.2.3) Braced Wall LineF-1 -Overturning Capacity v 436 pif v adjusted for sheathing(Table 3.17D)=v/Cs�v436_=� pif -Perforated Overturning force=V=v'*LrYPEII-W/LWALL*H= Braced Wall Line 5-1 -Overturning Capacity v= . 436: pif v adjusted for sheathing(Table 3.17D)=v/Cs436_. !pif -Perforated Overturning force=V=v'*LTYPEII-WJLWALL*H= v 763;_:lb Braced Wall Line 6-1 Overturning Capacity v=ET 4'36,' , pif v adjusted for sheathing(Table 3.17D)=v/Cs. _ .436 'plf -Perforated Overturning force=V=v'*LTYPEII-W/LWALL*H= 763 -'Ib F �i APPROVED DATE 7/14/20 Page 3 PFS CORPORATION Bloomsburg,PA KS Uplift Connection Calculation MMH 4/27/2018 KEYSTONE STRUCTURAL GROUP Uplift Connections Common Data: Load Duration Factor(CD)= 1.6 Ten Minutes Wet Service Factor(C,)= 1.00 Thermal Factor(Cj= 1.00 Roof Rafterffruss Connection to Wall Truss uplift max reaction from Simpson MMHC 855 lbs Design uplift for connection 855 lbs Perimeter Band w/Sheathing overlap Perimeter Band Size 2x10 Nailing of Sheathing to Perimeter Band Wood Species Spruce-Pine-Fir Specific Gravity(G) 0.42 Nail Length= 1 1/2 in. Side Member Thickness 0.47 in. Nail Diameter= 0.131 in. Design Value for Lateral Z= 70 Ibf Allowable Lateral Design Value Z'=ZCoCMCtCdCtn 112. Ibf Truss @ 16"ox. Load= 641.25 Ib/ft (2)0.131"x1-1/2" Nail @ 4 in. o/c Truss @ 24"o.c. Load= 427.5 Ib/ft (2)0.131"x1-1/2" Nail @ 6 in. o/c 14WEq�T if NE(NY REGISTERED PAUL S 0' A o ti APPROVED U PROF SIONAL (\ * �� a HULDE DATE 7/14/20 w PFS CORPORATION -0 ENGINEER 2� Z Bloomsburg, PA PE083669 � � �� A 09619 �tv? P 04/27/ AIS Y L� RCFESSI NP 7/2018 711 Davis Street Scranton, PA 18505 1 !Job 'Truss !Truss Type Qty 'Ply Mod Steel 212 1100797 IP1953701 ;FINK ,1 1 J- _Job Reference(optional), UFP Industries Grand Rapids,MI 49525,Corey Daubert 8.220e Aug 13 2018 MiTek Industries,Inc.Thu Mar 26 07:47:13 2020 Page 1 of 1 !copyright Inc.02020 UFP Industries,Inc.All Rights Reserved i 0-10- 5-9-2 5-2-14 5-2-14 r 5-9-2 0-10-8 3.5x5= 1 4 i i 6.00112 13 / \\ 14 1x4\\ 1 x4 JJ 3 12 1 o Ivo 10 9 11 8 2.5x4 2.5x3= 2.5x3= 2.5x3= 2.5x4 7-6-1 6-11-14 7-6-1 0-10-8 22-0-0 0-10-8 Plate Offsets X Y— [2:0-2-0,0-1-51,[6:0-2-0,0-1-51, 8:0-1-8,0-1-0 [10:0-1-8,0-1-01 LOADING(psf) SPACING- 1-4-0 CSI- DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 19.2 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.05 6-8 -999 240 MT20 197/144 TCIDL(Ground Snow--25.0)0.0 Plate DOL 1.15 BC 0.35 VertCT -0.12 6.8 >999 180 BCLL 10.0 ' I Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code I BC201 8/TP12014 Matrix-R Weight:77 lb FT 0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF Stud REACTIONS. (Ib/size) 2=608/0-3-8,6=608/0-3-8 Max Horz 2=-100(LC 13) Max Uplift2=218(LC 12),6=-218(LC 13) Max Grav 2=632(LC 19),6=632(LC 20) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0123,2-12=-1034/413,3-12=-1005/427,3-13=-9211418,4-13=-845/429,4-14=-845/429,5-14=-9211418,5-15=-1005/427,6-15=1034/413,6-7=0/23 BOT CHORD 2-10=-310/891,9-10=134/564,9-11=-134/564,8-11=1341564,6-8=-2911891 WEBS 3-10=-252/206,4-10=-144/374,4-8=-144/374,5-8=-252/206 NOTES- 1)Wind:ASCE 7-16;Vult=135mph(3-second gust)Vasd=107mph;TCDL=6.Opsf,BCDL=6.0psf;h=30ft;Cat.ll;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Extericr(2E)-0.10-8 to 2-1-8 ,Interior(1)2-1-8 to 8-0-0,Exterior(2R)8-0-0 to 14-0-0,Interior(1)14-0-0 to 19-10-8,Exterior(2E)19-10-8 to 22-10-8 zone;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=25.0 psf;Ps=19.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 13)Roof design snow load has been reduced to account for slope. !4)Unbalanced snow loads have been considered for this design. l 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times Flat roof load of 19.3 psf on overhangs non-concurrent with other live loads. .I 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'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 bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 Ib uplift at joint 2 and 218 Ib uplift at joint 6. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. �pF NEw W- FRF y�'Q APPROVED @,�`� F.lj9 •¢. DATE 7/14/20 'r Z PFS CORPORATION nOrLu Bloomsburg, PA The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this ,4 document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination �ofrw`PV on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. IF;Q O ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE 5WW020 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 an 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 i 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, n" q ty g ry,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from VVTCA,6300 Enterprise LN,Madison,WI 53719 J:lsupport\MitekSuppktemplateslufp.tpe la FUJIT'SU SUBMITTAL 24RLXFZ a Inverter Driven Heat Pump lil BTU Multi Zone Job Name Location----- - -- .T� Date_ Engineer— -—�------------__.� Approval Submitted To _ _ Construction — Submitted By_ ��— Unit No Reference. Drawing No PRODUCT FEATURES Operate as few as one indoor unit or all indoor units Mix&match from 4 indoor unit styles ) ery rr ' i Blue-Nn condenser coil coatingrjla 'ra92r. x 2 NUMBERS, Warianty!nformatio_n ,J 8� Ftr11T5t! �• 11 System 24RLXFZ' Outdoor Unit AOU24RLX7Z - indaor Unit Non-Ducted Ducted Mix_ ear 7 Year Compressor,5 Year Parts out-of-the-box Warranty SEER 181 15.51 16.75! EER 12.51 10._61 11.55. HSPF 9.5 9's 9.25; Cap / 4.04- 3.42' 3.74- 1 Btu/hW 13.8 11.7' 12.8.! ,:PUTDOOR TEMPERATURE OPERATION,RANGE 10 Year Compressor,10 Year Parts Warranty when registered within 30 Cooling F(.C) 14 to 115(-10 to 46), days of installation in a residence Heating Total Capacity Range 14,000 to 21,000 Btulh Cooling Rated 22000: 12 Year Compressor,12 Year Parts Warranty when registered within 30 Minimax. BTU/hW 6,100-27,0001 days of installation in a residence,and Installed by a Fujitsu Elite Heating 'Rated 240001 MIR " contractor Mln.—Max. 6,800-29,400, REQUIREMENTS1 Connection Method Flarel Outdoor Unit 'CoolingCFM(m31h) 1 1,9942 3,300 Llquid01/4(f36.35)x 31 •Airflow Rate Heating 1,942(3,30U) m(mm) Gas 03/8(09.52)=2+0112(012.7)•l' 1 r 1 1' UNIT Pre C}iae Length ft(m) - 98(30� Slim Duct(ARU); Maximum Length 164 j5� TYPEyy_all Mount(ASU): Maximum Length Each 82(25)j Compact Cassette Minimum Length 49(15)? Floor Mount(AGU)i .Minimum Length Each -16(5)! NUMBER 2 to 3i Max.Height Diff. 49(15) ,00UTDOOR DIMENSIONS& Net(H x W x D) In 27-9.116_•35-7/16.131 mm _700-900■_3301 Gross(H x W x D) in 3441i■41-511_6■17-1n _ m_m 865=1,0__50.445 ,Net Weight 124 Gross Weight Ib(k9) 141(64)' APPROVED SOUND PRESSURE Outdoor Unit C0°flog de(A) 51 Heating 51 DATE 7/14/20 PFS CORPORATION Bloomsburg, PA 0. Outdoor Unit ETLN: 91987 Due to continuous product Improvements,specifications are subject to change without IntMek notice. Please log In to the Fujitsu Portal for the most up-to-date documentation Effective Date: 10/16/2019 Version 24RLXFZ-2019A https://portal.fujitsugeneral.com Fujitsu Generaf America,Inc.-353 Route 46 West Fairfield,NJ 07004 ::: 1 dou_ FUJITSU SUBM AL 24RLXFZ d T Inverter Driven III STU Multi Zone EFRIGERANT Type R410A' Charge Ib oz 4 Ib 14 oz g 2200 Oil Type POE, SPECIFICATIONS , , Voitage/FrequencylPhase 10 208/230 V 60 Hz' Voltage Range 187-264V Rated Current(A) Cooling 7.7' 9.1 '1* Heating 7.6; 9, 8.3 Maxlmum Operating Current 13,7 Starting Current A 9; MCA 17. Maximum Circuit Breaker 20 Rated Input Power ,_Cooling 1.76. 2.08 1.9 ;(kW) Heating 1.73:, 2.05. 1.88 Max.input Power Cooling 2.6; 2.84 2J21 (kW) Heating 2.93; 0 01 DIMENSIONS Units:in.(mm) 1-erre 1-1(4 srz 3S7l79(WO 401 (311 1343301 , (121 O � O O 15314 400 Front view Side view MWIS(650 Q Air Flow ((� ,!2 Bottom view �01 , Deus,up ma rang pian o.ex.Wpm meuntm,g plat" 41 APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA The Fujitsu logo is a worldwide trademark of Fujitsu General unated.The Halcyon logo and name Is a worldwide trademark Note:SpedBations are based on the following condidom: of Fujitsu General limited and Is a registered trademark In Japan,the USA and other countries or areas.Copyright 2818 Cooling:indoor temperature of En(26:7110&674(19.41)W8,and outdoor temperature of 9SF OM 081754 Fujitsu General Anuria,Inc Fujlbds products are subject to continuous Improvements.Fujitsu reserves the right to modify (23.n W8.Heating:Indoor temperature of 704(21.111 D916lrF(15.6*)W8,and outdoor temperature of 474(8.311 product design,specifications and Information in this bmchute without notice and wahout Incurring any obNations, 061434(6.1'q WB,pipe length 25h.(7Sm)."In di8erence:OIL(om)(Outdoor unit-Indoor unti). s r 11 s r r FUJITSU SUBMITTAL ASU7RLFT ` Inverter Driven Heat ' tI I BTU Wall Mount1- job Name _ Location Date---- Engineer ate_ _EngineerA�- Approval Submitted To Construction Submitted By Unit No� Reference �~ Drawing No _ PRODUCT FEATURES •Wireless remote controller •Auto lCooiJDrylFanIHeat modes •24 Hr.timer -Powerful mode -Cold prevention -Auto Restart r f 0.F !ind... _.__...... Mominal-Capacity 7,000: -- r ear Connection Methods - Flare 7 Year Compressor,5 Year Parts out-of-the-box Warranty Liquid In(mm) 9114(96.35) e.AxTv .Gas ! 0318(09.52); Material PP+LLDPE, Drain hoseAn t3 9l16(LD.),H 518 to 0 I1116(Q -.- 'mm 013.8(I.D.),015.8 to 016.7(0.0.) 10 Year Compressor,10 Year Parts Warranty when registered within 30 days of installation in a residence Net(H x W x D) �0 10-9116.33-1116 x 8: mm ... 268*840.203. Gross(H x W x D) c10 ..._.10.518 x 34-13116 x 14-3/4; _.... 7mm 270 x 884 x 336, 12 Year Compressor,12 Year Parts Warranty when registered within ,._. Net bVeight Ilb(kg) 19(8_5) 30 days of installation in a residence,and installed by a Fujitsu Elite _.._ ;GrossWeight contractor F ,.VoltagelFrequency/Phase _.._..._.......i._.:.:.__...... ._. . 2081230V-60 Hz: Voltage Range 187-264 V: 14,1111111101IR ;Running Current A 0.IT 1 _ Material i Pols nej _ _..... .._.... __.._ :Enclosure _._. __+--_-- ;InputPawer _. __. 15 Color i _....— - Cite, MMD RE ACCESSF. IES i ; iHl h 32IVY-TTRX UN-XCooling ;Medium ._...--- 3rd Par N ThermostatConavcee rtKeitr;i Low i 29 tM-RNNUM y Wired Remote tfluiet 2] UTY-RVNUM i Wired Remotewlbackliyht indoor Unit __- �._._.. . .. ._ ._.- d8 A _ .High ! 36: !UTY-RSNUM Simple Remote I__...__ --_.. _.... ;Hearin Medium j 32. ;UTY-XWZXZS .OryContectWlreKit 9 .. ..._ , ... Low 294 ;F)-RC-WiFI-INA - Intesis Wired WiFf module: �...._ ............... 2 _ Quiet ; ; 22. 1Fj,IR-WIFi INA Intesis IR WiFi module. _..... .._ ....:.._. .., iUT 41`NXZ2WiFi interface Module; High _................_ .... .... ............. 330 :Cooling ;Medium ` 294 SDO =Low ; 253(430): APPROVED j :Quiet 'Airflow Rate ... CFM(m31h) ;Nigh ? t 330(560) DATE 7/14/20 Heating oWium ? 294{S00} 253(430); PFS CORPORQ►TIOfV !Quiet I94(330} Bloomsburg, PA 0. ETLk:3170288 Due to continuous product improvements,specifications are subject to change without interrek notice. Please log in to the Fujitsu Portal for the most up-to-date documentation Effective Date: 10/1/2019 Version ASU7RLFI-2019B httpOlportal.fujitsugeneral.com 07004 FUJITS SUBM11TA€.ASURLH alcyon Inverter Driven lit BTU Wall MountTVpe DIMENSIONS Units:In.(mm) 33-1116(840) 8(203) m ro d (33-1116(840)) of � 16.118(410) 16-15116(430) 12.3116(310) 11-518 295 C so ft02-9W/16. 02-9116 065 .12065) 11116(14 for pipe inlet 7(178) 9-3116(233) for pipe Inlet 12-518 321 12-318(316) ' APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA The Fujitsu logo is a worldwide trademark of Fujitsu General Limited.The Halcyon logo and name is a worldwide Note.Specifications ate based on the following conditions: trademark of Fujitsu General Limited and B a registered trademark in japan,the BSA and othercountries or areas. Cooling:Indtw+temperature of W7(26.7Y)DB/67F(19.01 WB,and outdoor temperature of 95F(35-)DBf75°F Copyright 2818 Fujksn GeneralAmerica,Inc.Fujlmr's products are subject towntimrmts improvements.Fujitsu tesenms the tight to modify product design,specifications and information in this htochute without notice and without Incurring (23.9'q V7B.Heating:indoor temperature of 70-F(21.1-9 DBf6lrF(15.6-0 WB,and outdoor temperature of 477 any obtgatfons. (8.3'2)DW43'F(6.1'1 Wil Pipe lengW:25(t,(7.Sml,Height dtf4rencc aft.(8m)(Outdoor unit-Indoor unit), 00488 FUJITSU SUBMITTAL ASUI 5RLF1 a Inverter Driven Pump15,000 : r unt Type job Name Location Date_ Engineer _ Approval --- Submitted To Construction Submitted By Unit No _ Reference Drawing No PRODUCT FEATURES •Wireless remote controller •AutD1CooI1Dry1Fan1Heat modes •24 Hr.timer •Powerful mode •Cold prevention j •Auto Restart t mr jlndoor Unit ASUI5RLFI; ;Nominal Capacity ear ;ConnectionMethod Flare; 7 Year Compressor,5 Year Parts out-of-the-box Warranty ;Liquid I_ 0114(66.35); ........ ;m(mm) Gas _6112(612.70) ;Materia! PP+LLDPE; .. Drain hose in H 9116(I.D.),0 518 to 011116(O.D.), mm 013.8(I.D.),A 15.8 to 616.7(0.D.). a 10 Year Compressor,10 Yeat Parts Warranty when registered within Jr e® e GJNS&WEIGHT 30 days of installation in a residence 'Net(H x W x D) 'in 10-9116.33-1116 x 8 :mm I 268 x 840:203. ;Gross(H x W x D} 1_0_-518 x 34-13/16 k 14-314 mm 270 x 884 x 336: 12 Year Compressor,12 Year Parts Warranty when registered within iNet Wei ht } 19(8:5), 30 days of installation in a residence,and installed by a Fujitsu Elite 9. Ib(k9) _ _,.................. .......... ....._......._....__....- .... 1 ;Gross Weight 23(10.5). contractor 8 IVoitarequencylPhase _.:._..,--._._......_..._..._......_._208230 V-60 Hxj ;Voltage Range i.._ 187-264 V; e _._ _...... .:. : _.. ......18—..__._• ;Running Current A -0.25; i Material Pol renes ,Ensu clore In ut Power l. .. W 28i Calor White; I ;High421 ,UTY-TTRX 3rd Party Thermostat Converter; Cooling Medium 3Bj sUTY-XCBX72 I - - Interface Kit :Low 33 iUTY-RNNUM � � . Wired Remote25T'-RVNUMjindoor Unit dB(A) w/backlryht; _....... High 42 UTY RSNUM Simple Remote .....__.._____ A t i Hearin !Medium 38 UTY XWZXZS ' D Lontact Wire IGt: 9 Low 35 Fj RC WIFI i NA { Intesis Wired WIR modulei iQuiet i 27 FJ IR-WIFI-1 NA w intesis IR WIFI module; ` UTY-TFNXZ2E WIR interface Module; _.._�....._.: ......... . .....1.... ..... .... ... : ..................... ... High 43017.30l: Cooling =Medium 353(600): ,._..d! - Low 312(530) APPROVED IQuiet 212(360); 'Airflow Rate (. -..... CFM(m3/h) :.... ..._.... j High DATE 7/14/20 [Heating iMedrum 362(615).; ,....__..__.._... ( Lm 330.(560).i PFS CORPORATION Quiet 22i(375), Bloomsburg, PA G. ETLM:3170288 Due to continuous product improvements,specifications are subject to change without Inbertek notice. Please log in to the Fujitsu Portal for the most up-to-date documentation Effective Date: 101112019 Version ASUI SRLFi -20198 https:tiportal.fujitsugene(al.com FUJITSU SUBMITTAL ASU 15RLFi aw y®f Inverter Driven Heat L 15,000 BTU Wall Mount , DIMENSIONS Units:In.(min) 33-1116(840) 8(203) m m 0 i m m 33.1116 840 1-314 45 14.5116 13q 3-1116 8 tv • m r j 71 to i iNet1' 4,911 (88) 12-518(321) t2 31s (116) A J APPROVED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA The Fujitsu logo Is a worldwide trademark of Fujitsu General Limited.The Hakyon logo and name is a waddwide Note;SpttdfcaHons are basted on the following conditions,: of Fujitsu General Limited and is a registered trademark in japan,the USA and other countries or areas. tnpytight 2018 Fujitsu GeneralAmerfra,W.Fujfbu'spiodumate subject tocontinuous lmpraaemenbs.Foj4w reserves Cooling:Indoor temperature of Wt(26.7)D111677(19.4%)W9,and outdoor temperature of 9S'F(3S%f D91757 the right to modify product design,speclikations and information in this brochure without notice and without Incurring (23.M W8.Heating:indoor temperature of 7(rF(21.1'Q WWI`(1SVC)WD,and outdoor temperature of47%F anyobligations. I&rQ DBN3'F(6,1'Q W&Pipe length:2511.(7.Sm),Height dMererrce:Oft.(Om)(Outdoor unit-Indoor unit). QF NEO/1_ �,( PAUL S 0 C� O Load Short Form Job. gf ' Date: ry rj• e " Entire House BY m z :cur :VW;-, Modular Steel 20 �C'0A 496191 Qin v 90FESS1 NP 4/2020 rr" Lsyy�''•�`� + �" ��•i�e�.7�Y�r3- • _ i� _ �. F-• "r''" � �;` C,'Sf r xy For: Our Lady of God DATE 7/14/20 PFS CORPORATION Bloomsburg, PA �,... 1 �+�'�, '.'yry�c1014'0-0 4'� k : .. I.�.��.: `^±�J`., 01' ® • • 0 .r;: ''' s •,�r`^i, r ..53.: x.i ' ti_st. Htg Cig Infiltration Outside db(°F) -5 95 Method Simplified Inside db(°F) 70 75 Construction quality Semi-loose Design TD(°F) 75 20 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 53 8 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1569 cfm Actual air flow 1569 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BED 2 217 6627 3564 211 187 BATH 2 69 1183 349 38 18 BED 3 158 3579 2790 114 147 PRAYER ROOM 124 2799 1665 89 88 HALL 122 734 381 23 20 BED 1 268 8539 4047 272 213 FAMILY ROOM 310 5869 5573 187 293 DINING ROOM 216 4059 2520 129 133 KITCHEN 168 2870 3157 91 166 BATH 1 140 4490 1754 143 92 VVIC 81 485 251 15 13 FOYER 136 2287 767 73 40 OFFICE 168 2870 1531 91 80 BATH 3 30 182 94 6 5 B°Idfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. { 2020-Jul-09 15:17:14 _._. ........ .......-... Right-Suite®Universal 201919.0.13RSU12338 Page A—Ca ...MHeat Loads\Modular steel-Our Lady of God.rup Calc=MJ8 Front Doer faces:NW MUD ROOM 1 174 2644 1 1397 1 84 73 Entire House 2380 49216 29842 1569 1569 Other equip loads 0 0 Equip.@ 1.00 RSM 29842 Latent cooling 2209 TOTALS 2380 i 49216 1 32051 I 1569 i 1569 OF NEtNY PAUL sy'p m � a 2��OA 096191 v ROPES SI NP 4/2020 APPR®VED DATE 7/14/20 PFS CORPORATION Bloomsburg, PA Boldlltailc values have been manually overridden Calculations approved by ACCA t0 meet all requirements of Manual J 8th Ed. 2020-Jul-09 15:17:14 FJ wreytttsoft' Rig ht-Su ite®Universal 2019 19.0.13 RSU12338 Page 2 �vCi� ,..E\Heat LoadskMadular Steel-Our Lady of God.rup Calc=MJ8 Front Door faces:NW p A, w IV 3T V 2 d' a 16 0 i' T IT O 6• 1' 1 1 0' 3 V 1' T 3 a 3' T 1' T p P B' i' T BCALE:YIe•1' ® SCPLEY'.I'® SCALES'•1' SCALEN r® SCALE)"'.1' SCALEv 1'® SCALE IY'.1' BORDERSIZE 24Y36' -- GENERAL SPRINKLER HYDRAULIC NOTES (NFPA 13D-2016 Te FIRE PROTECTION FIRE PROTECTION DESIGNATIONS WAT=R SUPPLY & DISTRIBUTION FIRE SPR.NKLER S"MBOLS SYSTEMS E0 PONT OF CONNECTION BETAEEN NEW 1. THIS BLUING IS BESIGNEO PER\FPA 130.AS FERMITTCD BY RIE NEA'`ORK STATE RESIDENTIAL CODE R3',121:AJ7DNATC � „ '"er \YORK AND C%ISTING WORK RESIDENTIAL FIRE SPfiNKLER SYST_NS SHA_L HE DESONED AND INSTALLED IN ACCGPfMAU NM SECTION P29D4 DR\FPA SYMBOL DESCRY?lON SYMBOL DESCRIPTION' 13p , a.ssociates 2. A SINGLE CONTROL VALE ARRANGED TO SHUT OFF BOLI ME DOMESTIC SYSI ANO SPRINKLER SYSTEM SHALL BE o rc s v_1 +c c n c PONT BETWEEN=XISTNG WORK TO I\STALUE.DO NOT INSTAL A SEPARAT S-.0-OFF VALYL W THE SP31-LER SUPPLY'UNLESS THAT VALVE IS E'_ECTRICALLY PUBLIC WATER MAIN 2----- -----� UPRIGHT SPRINKLER REMAIN AND EXISTING NORK 7C BE SHPERUSED MM A TAMPER SNTCH PER KRFA-130,7.1.1,7.1.2.A SE=ABATE SHUTCH'VA'-VE 5-1-HE INSTALLED ON THE 38 n.Main Sueva:Huston,Pa 18640 DOMESTIC WATER SU=PLY PER NTA-11D,7.1.3 RETRO\ED !. EACH SPRINKLER SYSTEM HA PHOV Nf MINIM - P:5]0.2945865 F.5]4294]865 SHALL EE J_D i A UN a'DRAW ON iFE SYSTEM SID_CF IAP SPRINKLER S`SIEM PRIVATE"A 11 MNN 2----- PENDANT SPRINKLER PER NFPA=30,7.21 .smithnilMr.net -----7 P wvnV r EOVI-MENi DESIGNATION INHERE A PRESSURE REDUCING VALE IS INSTAIEO ON THE CONFINED DOMESTIC/SPRINKLER SUPPLY.R PRESSURE GPCGE WATER MAIN UNDER BUILCING 2----- -----1, UPRIGHT SPRINKLER-ON SPRIG % EOUP.DES'GNATION(TCP UNE) SHALL BE PROMCED ON ME SPRINKLER SLPPLI PER NTA-13D,A.1.2.6 EQUIP.MUVBER(BOTTOM UNE) SPR HKLER TEMPERATJRE RATINGS(CRDINAPY TEMPERATURE OR INTERNED':ATE TEMPERATURE).AND CLEARANCES SHILL BE FOLLOWED AND SPRINKLERS INSTALLEL PER THE CLEARANCES AS CONTAINED IN NFPA 1\D,TABLE 7.5.6.1 SPmI _ERS IN =UCTION PIPE U?RIGHT SPRINKLER-ON TOP OF RISER NIPPLE BATHROOMS AIM EXHAUST FANS MM HEATERS SHALL ALSO FO'OW TELE TABLE R COMMENDED 1F. NC-S. TTT 6. SPRNKLER POSITION AND LOC TLD. I\NT.C�U CDUNCS SFALL FO_LOW THE SPACING REOJRENLNTS UNDER NFPA-Y3D,B.I.1 ------ UPRIGHT 111111--ON TOP OF RISER NIPPLE WITH - % SECTION DEBICNATIEXA SLOPED CCAINOR ` THRUST BLOCK SPRIG - X-% SUTCN LETTER/N'_'MBER 7. SPR,NKLERS SHALL N ATAN ME MINM'JN LIS7ED SPACING,BUT NO LESS MAN 8 FEET WHEN MEASURED IN TnE PLAN (TO?LIME) MEW.PER-A-l"". FPA=3D 81.1.2 RISER -5 PENDANT SPRINKLER-ON DROP NIPPLE DRAWING SECTION SHOWN(30TTOM B. MIN'.MUM SPRINHLER OPERATING PRE59URE SHALL 9E HIGHER OF WE MINIMUM OPERATING PRESSURE SPECIFIED 9T ME �. ?----- ---- LINE) LBRNG OR 7-PS'.PER NFPA-13D,BAA S. PENDENT R-_STUK'RAL SPRINKLERS SHALL BE INSTALLED A MI.NIIAL'M OF 3-F7 FROM OBSTRUCTIONS SUCH AS COUNC FANS D I VALVES(GENERAL) f------a-----5 SPRINKLER(WITH GUARD) AND TIGHT FIXMRES,PER NFI IDC,8.25.1.1.ME DISTANCE SHALL BE NEASURED FROM ME CENTER OF ME SPRINKLER TO THE CENTER OF ME OBSTRUCTION': _ DETAIL DESIGNATION 10. SICEWALL RESIDENTIAL SPRINKLERS SHALL BE INSTALLED A MWINUM OF 5-FEET FROM DESTRUCTIONS SUCH AS CEILING FANS - ?-----+DQ/r-----5 O AND UC HT FlXTURCS.WHERE MIS IS NOT POSSBLE.AN ADOIT.MU IT-ON ME OTHER SIDE OF ME OBSTRUCTION SHALL VALVE IN PIT j-----�-----� $IDEWALL SPRINKLER DETAIL LETTER/NUMBER BE INSTALLED.(REF.NFPA-130,8.25.2.1 AND 8.2.5.2.3). 11. PDNOENT SPRINKLERS SJBJ[GTEO M A CCNIINUOU6 C3STRUCnON(BEAM,SOFFIT,EIC..)SINE BE POSITIONED A r------0o------� POST-INDICATOR VALVE 2-----Q-----5 OUTSIDE SPRINKLER ` REVISION AREA 9U'ETICIENT DISTANCE AWAY FROM ME OBSTRUCTION TO PERiAIT WATER COVERAGE FELLOW GUIDANCE PROM ED W NPPA-13D,TABLE 8.2513.2. _ r yJ' 12. SPRIMLER HYDRAULIC CALCULATIONS PERFORMED ON AREA WHIN A DWEUJNG UNIT AND AN AREA OUTSIDE OF ME ' 2----- --DO-------5 KEY-INDICATOR VALVE �O OPEN SPRINKLER ON BRANCH LINE DWELLING UNIT"M THE LARGER HYDRAULIC DEMAND G01F_Rn'ING ME FINAL PIPE SUNG CW IERIA PEI-NNA-1_'R,7.1 QREVISION NUMBER 11 'R VICE BATT INSULATION LAYER ABOVE SPRINKLER PIPING WHIN UNHEATED SPACES PER NFPA-110.CHAPTER 9- ------G+o------- -_____-0+o-_____i OS VALVE OPEN SPRINKLER ON BRANCH UNE PROTECTION FROM FREEZING.(SEE DETAIL ON THIS SHEET). ' OUTSIDE SCREW k YOKE VALVE �-\% LNM SPRIG 14. PER NFPA-130,9PRAKIERED BUILDINGS MANUFACTURED CFF SITE,ME MINIMUM ROW AND PRESSURE NEEDED TO SATISFY 2 1OrTIS2020 ISSUED FOR PERMIT ME SYSTEM DESIGN CRITERIA ON THE SYS1Eu S'DE o-REE METER,SHALL DE SPECIFIED CH A DATA PLATE BY ME • XO KEYED NOTE 1 pAl1]FM20 ISSUED FOR PERMR ?------Da------5 INDICATING BUTTERFLY VALVE � WATER SPRAY NOZZLE MANUFACTURER. �. 15. RESIDENTIAL SFRNKLLR.HERDS SHALL BE USED IM ME HOLDING.SPRINKLER HEADS HAVE BEEN SELECTED ACCORDING ISSUE LOG 7 _ NON-INDICATING VALVE q� _ ,q TO ME SPEGFIC COVERAGE CR17RIA AS PROVIDED BY ME NANUFACMRER.CHANGING SPRINKLER TYPES OR - Q =L101Nm CHANGE (NON-RISING STEM VALW) LJ `/ WINDOW SPRINKLERS O DEMOLITION KEYED NOTE MANUFACTURER'S IS NOT PERNITTED WITHOUT APPROVAL BY ME ENGINEER. Prosect Tltic N CHECK VALVE GENERAL SPRINKLER NOTES (NFPA 13D 2016 SYSTEMS) Our Lady of Good Counsel Rectory Building ©© I. RESIDENTIAL SPRINKLER HEADS SHALL BE USED THROUGHOUT WMIN THE BUILDING SPRINKLER HEADS HAW BEEN SELECTED t-----i`4------- ALARM CHECK VALVE _ ACCONG NG TO ME SPECIFIC CDVERAGE CRITERIA AS PROMDEO BY ME MANUFACTURER.CHANCING SPRINKLER TYPES OR FIRE PROTECTION NOTE MANLFACMRER'S 15 NOT PERMITTED WITHOUT APPROVAL BY SE EIJONEER NNESIANUFACMRERRNKLER HEADS SHALL BE POSITIONED IN ACCORDANCE WITH NFPA 13R 6.4.6,AND ME SPRINKLER Z. MAN FACTO SPR BACKFLOW CHECK TYPE PIPING, VALVES, CONTROL DEVICES, & RECOMNENOATIONi PrgegAtld x OCUELE CHECK TYPE ALL SYMBOLS SHOW)MAY HANGERS NOT BE APPLICABLE TO THIS 3. SPRINKLER PROTECTION IS REWIRED IN ALL AREAS EXCEPT WHERE OWSSION IS PERNITTEDPER NFPA-130. I 14300MBiD Road BACKFLO'N FREVENTER PROJECT. 4. SPRINKLERS ARE NOT REQUIRED IN BATHROOMS WHICH OO NOT EXCEED 55 SO..FT.(NFPA-130,8.3.2) Mattituck,NY 11952 REDUCED PRESSURE 20,1E(RPZ)TYPE `...............-..............-.....................- 5.. SPRINKLERS PRE NOT REQUIRED IN CLOTHES CLOSETS,UNEN CLOSETS AND PANTRIES WHERE ME AREA DOES NOT IXC®24 SYMBOL DESCRIPTION SO.R.AND ME WALLS/COUNGS ARE SURFACED NTH NONCOMBUSTIBLE MATERIALS(NFPA-13D,1.3.3) DPG PRESSURE REGULATING VALVE 6. SPPoNRUERS SHALL NOT BE REWIRED IN GARAGES,OPEN ATTACHED PORCHES,CARPORTS AND SIMILAR.STRUCTLRES PER NFPA-130, SPRINKLER PIPING&BRANCH ]. SPRNKLERS ARE NOT REWIRED IN ATTICS MIN OR WITHOUT STORAGE,PENTHOUSE EQUIPMENT ROOMS.ELEVATOR NACHWE __ 1 PRESSURE RELIEF VALVE ROOMS.LONCEAtED SPACES DEDICATED TO DWELLING UNIT VENTILATION EQUIPMENT,CRAWLSPACES,FL00R/CEILING SPACES, h [LEVATORSHAFTx WHICH CONFLY MW A17.1,AND OTHER CONCEALED SPACES MAT PRE NOT INTENDED FOR UNNG D PURPOSES PER NHT ILO 8.3.5.O FLOAT VALVE d SPFTNKUFRS SHALL BE.INSTALLED W ANY CLOSET USED FOR HVAC EQUIPMENT,WASHERS/bRYERS.AND WATER HEATERS PER SPRINKLER HEAD SCHEDULE OF TWO SPRINKLERS THAT REQUIRE THE SON EST HYDRAULIC BE ALL _ NFPA 13D,8.9.3 2-----+\�-----5 METER 9. TH NUMBER OF SPRINKLERS UI ME E GRE AREA SHALL BE ALL SE SPRINKLERS MSW SE COMPARIMENT.INSTALLED LE TO A MAXIMUM �-J S .PROVIDING ME SPRINKLERS ARE INSTALLED IN CENNCS BreWrg¶W BASIS OF DESIGN WHICH MEET ME CONDITIONS LS1ED IN NFPA-1}0,10.21,CONDITIONS I THROUGH 5. ............... PRIVATE HYDRANT ONE HOS ACTIVATION CONNECTION Q- ( E OUTLET) SYMBOL K-FACTOR TYPE RESPONSE NOTE5 10. ME MINIMUM PIPE SIZE OF STEEL PIPE SHALL BE i-INCH,MILE THE MINIMUM PIPE SIZE FOR PIPE OTHER THAN STEEL IS MANUFACTURER MODEL TEMPERATURE SIRE PERMITTED TO BE NOT LESS MAN 3/4-INCH. PUBLIC HYDRANTTWO HOSE OUTLETS CONCEALED 11, WHERE A FIRE DEPARTMENT CONNECTION IS NOT PROVIDED ON ME SPRINKLER SYSTEM,ME SYSTEM SHALL BE TESTED - HYDRANT(TWO O TWO lE-II 4.9 PENDENT RESIDENTIAL 155E 1/2" 1 HYDROSTATICALLY,AT THE NORMAL OPERATING PRESSURE,MM A GAUGE.AN VISIBLE EVDENCE OF NO LEAKS OR DROP IN PRESSURE FOR 2-HOURS PROMOE A REPOT TO THE OMUER[OCLMENIING THE HYDROSTATIC ACCEPTANCE.TEST. PUBLIC HYDRANT I U12. PIPING SHALL BE SUPPORTED AND BRACED IN ACCORDANCE WITH NFPA-13. (TWO HUSS OUTLETS 4 PUMPER CONNECTION) Q LAKING .161 4.9 PRIGHT RESIDENTIAL IMI 1/2° WALL HYDRANT(TWO HOSE ou rLETs) ='' CPVC FLAMEGUARD FIRE SPRINKLER SYSTEM SPECIFICATION - f. COORDINATE SPRINKLER HEAD FINISH NTH OWNER. ALL CPVC FIRE SPRINKLER FITTINGS SHALL BE MANUFACTURED IN THE U.S.A.FROM A CHLORINATED POLYVINYL CHLORIDE - PRIVATE HOUSED HYDRANT(TWO HOSE OUTLET) (CPVC)COMPOUND HAVING A CELL CLASSIFlCAIION OF 23447 IN ACCORDANCE NTH ASTM D1784.FITTINGS SHALL BE MANUFACTURED IN STRICT COMPLIANCE TO ASTM F438 OR F439,AS APPLICABLE ALL CPVC FIRE SPRINKLER FITTINGS SHALL CARRY A WORKING PRESSURE OF 175 PSI 0 150F.ALLCPVC DRE SPRINKLER FITTINGS SHALL BE INSTALLED TO ULT Scat r______�______- SIAMESE FIRE DEPARTMENT CONNECTION LISTED CPVC FIRE SPRINKLER PIPE IN ACCORDANCE WM SPEARS?MANUFACTURING COMPANY FLAMEGUARD®CPVC FIRE SEQUENCE OF CONSTRUCTION AND COORDINATION OF SPRINKLER PRODUCTS INSTALLATION INSTRUCTIONS(FG-3)AND ADDENDUMS.NATIONAL FIRE PRDTECTION ASSDOATION y (NFPA)STANDARDS 13,13D,AND 13R MUST BE REFERENCED FOR DESIGN AND INSTALLATION REQUIREMENTS IN dMRT:S0.I FREESTANDING SIAMESE FIRE DEPARTMENT CONNECTION FIELD WORK AND CONNECTION TO MODULAR UNITS. CONNNCRON a THE INSTALLATION INSTRUCTIONS AND APPLICABLE LOCAL CODES.ALL CPVC FIRE SPRINKLER PIPING •-., SHALL BE MANUFACTURED IN THE U.SA FROM A CHLORINATED POLYVINYL CHLORIDE(CPVC)COMPOUND HAVING A CELL CLASSIFICATION OF 23447 IN ACCORDANCE WITH ASTM 01784.PIPING SHALL BE MANUFACTURED IN STRICT COMPUANCE TO ? ------5------� SINGLE FIRE DEPARTMENT CONNECTION ASTM F442.ALL CPVC FIRE SPRINKLER PIPING SHALL CARRY A WORKING PRESSURE OF 175 PSI 0 150F,ALL CP FIRE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD WORK AND CONNECTON TO FACTORY PROMDED MODULAR "" Pmtl9aTRl. /ar OWEWAS UNITS CONNECTIONS POINTS.CONTRACTOR SHALL OBTAIN THE MODULAR UNITS DRAWINGS AND SPRINKLER PIPING SHALL BE INSTALLED TO UL®LIS7EQ CPVC FIRE SPRINKLER PTFE IN ACCORDANCE NM SPEARS' E MANUFACTURING COMPANY FLAMEGUARDQ CPVC FIRE SPRINKLER PRODUCTS INSTALLATION INSTRUCTIONS FG-3 AND FIRE PUMP WITH DRIVER TO ITEMS IP CONNECTION POINTS.WE ITEMS BELOW ARE.MEANT TO CLARIFY CONNECTINS FROM HELD WORK ( ) TO ITEMS PROVIDED FROM THE MODULAR UNITS.IT IS NOT OR INTENT BOTH MESE DRAWINGS TO SHOW ME DESIGN NOVAS.NATONAL FIRE PROTECTION ASSOCIATION(NFPA)STANDARDS 13,13D,AND 13P.MUST BE REFERENCED FOR .........- CONNECTION POINTS FOR FIELD WORK,BUT SE OVERALL WORK FOR BOLE FIELD ERECT AND MODULAR TO DESIGN ANO INSTALLATION REQUIREMENTS IN CONNNCTON NS THE INSTALLATION INSTRUCTIONS AND APPLICABLE LOCAL SVA FREESTANDING TEST HEADER COMPLY NTH MINIMUM CODE REQUIREMENTS AND OMER REQUESTED REQUIREMENTS,CURRENT SET OF CODES.ALL CPVC SOLVENT CEMENT SHALL BE A PRIMERUMS,ONE-STEP TYPE MANUFACTURED IN STRICT CONPUANCE TO DRANNGS SHOWS THE FINAL PRODUCT TO BE PER CODE MINIMUM. ASTM F493 AND APPROVED FOR USE\NTH CPVC FIRE SPRINKLER SYSTEM ALL CPVC FIRE SPRINKLER FITTINGS.PIPE AND 2 THE ENTIRE BASEMENT AS WELL AS THE CORRIDORS FOR THE FLOORS ABOVE TILL BE SO'_VE14T CEMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES(VL ,UNDERWRITERS LABORATORIES CANADA(ULC?) SCALE AS NOTED CCNSTRUCTED ON SITE AND ALL ITEMS SHOWN WILL BE REQUIRED TO BE PROVIDED BY THE CONTRACTOR. AND FACTORY MUTUAL RESEARCH CORPORATION FM GLOBAL. FOR USE IN UGHT,HAZARD NET PIPE SYSTEMS AND BEAR ORAWN BY PJG WALL MOUNTED TEST HEADER ( ) CONNECTIONS TO MODULAR UNITS SHALL BE ROUTED WHIN ME CORRIDORS TO THE UNITS ITSELF. 3. CONTRACTOR IS RESPONSIBLE FOR CONNECTING OF BUILDING SPRINKLER SYSTEM ip EACH INOIMUVAL MODULAR MDR BY UNDERWRITERS ITERS LABOR MARKS.AL(/CPVC USE IN LIGHT H FITTINGS,PIPE AND SOLVENT CEMENT SHALL BE dIECNEO BY LJM UIJIT FROM THE FIELD ERECTED CORRIDOR LISTED IZ UNDERNTIERS LABORATORIES(UL')FOR US`_IN L E T HAZARD ORE FIPE'SYSTEMS AND BEAR HEIR DATE 07/01/2020 2------H/;1------� SCREEN/STRAINER AUTHORIZED CCRSPRINK E MARKS.SREAD SEALANT SHALL BE THAT APPROVED BY ME FITTING MANUFACTURERBE FOR USE '!4 NM CPVC FIRE SPRINKLER PRODUCTS ALL FITTNCS,PTFE,SOLVENT'CEMENT AND THREAD SEALANT SHALL BE CERTF1'�D PROl MOR CCS BY NSF INTERNATIONAL FOR POTABLE WATER SERMCE.�LLCPVC FIRE SPRINKLER FITTINGS AND PIPE SHALL BE SPEARS' JOB NO. 20-070 FLAMECJARDCt ALL SOLVENT CEMENT SHALL BE SPEARS"FS-5 ONE-STEP,AND ALL THREAD SEALANT SHALL BE SPEARS? ©rn BLUE 75'AS PRODUCED BY SPEARS?MANUFACNRI.NC COMPANY. emaxr-zmo snrtx xuLFa nssactnTes + PolaA oivwarea aid FIRE PROTECTION INDICATING DEVICES-71 SYMBOL DESCRIPTION WATER MOTOR.ALARM(WATER.MOTOR GONG) / A F0011 �. abi ( t N P 4' W 16 3Y 0' 2 4' B 16 K 1' Y 4' B' w 6 1' P V T 6 i' Z T 0' T fi' 1' P 0' 3' 1 1' P SCP1E:Ye•1'® $CNEe•t'® SCNE3;'.i'® S61LEYt.- SCALE'�'.1' SCALE I'- SCALE,-'v-1' BoRGER SIZE-w _--� ....... .. .:..._...... _ .. ".. _... .. .. ._ .. ._.LULL.. ....:.--......-. - .. ... .._..... .......... ..... -___,.... ....... .... ._ ._.LULU.. LULL I r GENERAL NOTES (APPLY TO ALL FP SHEETS) NOTES: 1. PROVIDE SPRINKLER SYSTEM TO ENSURE COV-RAG-FOR ALL AREAS IN ACCCRDANCE WTH THE SP_CI=ICATCNS.CURRENT 1. Al S'RINKLER HEADS SHALL 3E'LOCATED IN ACCORDANCE NTH-HE SPP.IK<LER DESICH CRITERIA m LCCA_ LAW. lJE INTERNA IONAL BUILDING CODE NFPA 13D, AND THE INTERNATIONAL PLUMBING CODE. 4LL WCR<SHALL KDTES ON THIS CRANING AND NFPA. mi ler MEET -HE REQ'U'IREMENTS OF T-E LOCAL AUTH021TY HAV TO JUR SD CTIOIL AND THE OWNER'S INSURANCE smlih CARRIER/UNDERWRITER I= APFLCABLE. COORDINATS W Ti THESE AUTHORITIES TO DETERMINE PERMIT AND INSTALLATION 2. VERIFY ALL CEILING HEIGHTS PRIOR 70 INSTALLATION CF SPRINKLER DROPS. REQUIREMENTS-HAT EXCEED THOSE OF THE STATE ACO=TEC BUILDING CODE. is 3. SPRINKLER HEAD•_CCADOKS SF 41L BE COORDINATED IN FIELD YAM ALL OTHER THROES BEFORE tes 2. IN AREAS WITH FINISHED CEILINGS, CONCEALED TYPE PENDENT SFR'NKLERS SHALL BE USED AfU PIPING STALL 3E INSTALLATION c r r V n c <..c 1.s s.1 " CONCEALED AND ROUTE•]TO AVOID DUCTVIORK,IGHTING AND ACCESS i0 ECUL'MENT.IN AREAS WTFOUT FLUSHED CEILINGS WI-ERE STRUOTLRE REMAINS EXPOSED AND ABOVE CEILINGS SPRINKLERS SHALL BE UPRIGHT TYPE SPRINKLERS. 4. T E AS OYE CEILING CONSTRUCTION IS�O�GESEC, THIS CONTRACTOR SF 41L CARE=LILLY RENEW 38h Mein S[rcct.Nr-va 186A0 ALL CRAVINGS TO COORDINATE ALL\- SARY PIPE RUNS.MULTPLE OFFSETS IN FIRM,WILL BE 3. WFERE COMBUSIBLF CONS-RLCPON IS =RESET AS INDICATED 3Y THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. NECESSARY TO ACCOMMODATE PIPE RUNE THROUGH CEILINGS,ANC TO AVOD CON=UCTS WITH PLL P:370.29 5865 F:5762937865 PROVIDE SPRINKLER COVERAGE IN CONCEALEC SPACES A80VE ALL CEILINGS OVER ALL SPACES.NU REPRESENTATWE LAYOUT I OTHER TRADES. IS SHOWN FCR TrE SPRINKLES ABOVE CEILNGS. OBTAIN STRUC-URAL DRAWINGS AND THOSE OF OTHER TRADES ANG ! wwwsmithmiller.ne[ COORDINATE LAYOUT 'WITH ALL CTI-ER SLIMING SYSTEMS. ABOVE CEILING SPRINKLERS SHA!L BE SHOWN ON SHOP 5. NO PIPING.SHALL BE RUN IN SPACES SUBJECT TO FREEZING.THIS CONTRACTOR MUST COORDINATE DRAWINGS. WITH THE C.C. AS TO LOCATION CF PPE RUNS TO ENSURE ALL PIPING WILL BE PROTECTED AGAINST FREEING. 4. 111E`IRE SJPPRE_=ION P.PIING CONTRACIDR IS RESPONSIBLE FOR ANY AND AL_ LABOR AND MATER'ALS RECUIRED TO PROVIDE COMPLETE SPRINK!ER COVERAGE PER THE LATEST VERSION OF NFPA 13D.UNLESS ARCHITECTURAL CHANGES ARE ! o. THE CONTRACiUR SHALL SUBMIT i0 ME INSURANCE UNDERWRITER THE TO LOWING MADE POST ED.ALL LABOR AND MATERIAL WILL BE PROVIDED BY THE FIRE P.RO'ECTIOIJ CONTRACTOR AT NO ADDITIONAL : CCORDMR S LL SUBMIT HEAD LAYOUT COST TO THE OWNER. DETAILED PIPING SHOP DRAWINGS L 5. PR3VDE OFFSETS AND TRANSITIONS AS REQUIRED TO COORDINATE WITH EXISTING BUILDING SYSTEMS, FIRE PROTECTION 8, THE CONTRACTOR SHALL COORDINATE PHASING OF THE CONSTRUCTION WITH THE OWNER AND SYSTEMS AND NEW WORK. PROVIDE ALL MATERIALS INCLUDING BUT NOT UNITED TO TEST AND DRAIN LINES, MOTION RE ARCHITECT PRIOR TO START OF WORK GAUGES, PIPE SUPPORTS, REQUIRED SIGNAGE, AND OTHER STANDARD APPURTENANCES TO EFFECT A.COMPLETE, WORKING AND FULLY-A?PRUVEO SYSTEM. 9. PROVIDE SPRINKLER SHOP DRAWINGS FOR APPROVAL.BY AUTHORITY HAVING JLIRISO DON PRIOR TO 6. PROVIDE AUXILIARY DRAINS SO AS TO ACHIEVE A FULL SYSTEM DRAIN WHERE REQUIRED STARTING WORK. 7. WHERE PIPE IS EXPOSED IT SHALL BE RUN PARALLEL TO ADJACENT WALLS AND/CR STRUCTURAL MEMBERS. 8. ALL AREAS SHALL BE PROTECTED AND COVERED PER THE ASSOCIATED NFPA 13 HAZARD GROUP AND DENSITY BASED ON FIRE PROTECTION REQUIREMENTS THE USAGES AS DEFINED ON THE ARCHITECTURAL DRAWINGS. 9. THE INTENT OF THIS PROJECT IS TO PROVIDE A COMPLETELY APPROVED. HYDRAUUCALLY CALCULATED,.WORKING,AUTOMATIC pER�F�RN ALL WORK IN ACCORDANCE WITH THE OWNER'S INSURANCE UNDERWRITER,LOCAL AND COUNTY FIRE S?RINKLER SYSTEM THROUGHOUT THE FACILITY. PIMPLE DESIGN PND CALCULAilONS SHALL BE STAMPED AND APPROVED BY MARSHAL, LOCAL CITY CODES,N.F.P.A.CODES,ME NEW YORK UNIFORM CONSTRUCTION CODE,ICC AN EIJCINEER LICENSED BY THE STATE III WHICH THIS CONSTRUCTION RESIDES.SEE NOTE 16 FOR MORE INFORMATION. INTERNATIONAL BUILDING CODE,ICC INTERNATIONAL FIRE CODE.ICC INTERNATIONAL PLUMBING CODE,NFPA-13D, 1 10. R--EPRESENTATIVE PIPING AND SPRINKLER LAYOUTS(IF PROVIDED)ARE SCHEMATIC ONLY FOR THE PURPOSES OF ESTIMATING AND THE RULES AND REGULATIONS OF ALL LOCAL TOWN,STAT&FEDERAL AUTHORITIES HAVING JDRISDICTION. A REFLECTED CEILING PLAN. PROVIDE OWNER W/CERTIFICAES OF INSPECTION. - ...+ 11. CONTRACTOR IS TO PARTICIPATE IN THE GENERATION OF COORDINATION DRAWINGS,COORDINATING AUTOMATIC SPRINKLER AND MIS COVMACTOR SHALL COORDINATE G.C.AND MAKE C.C.AWARE OF ALL NECESSARY CUTTING AND PATCHING. .PIPING LAYOUT WITH THE ARCHITECTURAL REFLECTED COILING PLANS,'LIGHTING LAYOUT, HVAC DIFFUSERS, SPEAKERS, IXIT 2 t0A102030 ISSUED FOR PERMIT SIGNS,BUILDING SECTIONS AND ELEVATIONS AND THE PEOVE-CEILING COMPONENTS OF OTHER TRADES'BUILDING SYSTEMS G.C.WILL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING. 1 0]n]20Z0 ISSUED FOR PERMR MARE ADJUSTMENTS TO SUIT.OBSERVE NFPA 13 OBSTRUCTION RULES AND SPACING LIMITS. - THESE DRAWINGS INDICATE GENERAL LOCATION OF WORK.SCALED DIMENSIONS SHALL NOT EF USED. ANY ISSUELOG 12. CQNTRACTOR SHALL PROVIDE BACKFLOW PREVENTION EQUIPMENT AS REQUIRED BY THE LOCAL WATER AUTHORITY.BACKFLOW DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS.FOR EXACT LOCATIONS, A =CLOUDED CHANGE PREVENTION SHALL BE BY MEANS OF A R_GUCED PRESSURE ZONE DETECTOR TYPE ASSEMBLY UNLESS OTHERWISE TOOTED. HEIGHT,DOOR SWINGS,MOUNTING HEIGHTS,ETC.REFER TO ARCHITECTURAL DRAWINGS AND DETAILS. PmjeclTMe: 13. CONTRACTOR SHALL PROVIDE HYDRAULIC CALCULATIONS AND SHOP DRAWINGS OF THE SYSTEM TO BE INSTALLED:DRAWINGS Our Lady of Good Counsel SHALL INCLUDE ALL APPLICABLE ITEMS OUTLINED IN NFPA 13. DRAWINGS.AND HYDRAULIC CALCULATIONS SHALL BE SIGNED PRIOR TO STARTING ANY WORK,PURCHASE OF EQUIPMENT,ETC.COORDINATE THE WORK WITH OTHER TRADES ReCLpry Building AND SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THIS STATE.SUBMIT CALCULATIONS.C. MODEL FOR CONFER WITH OMER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION AND ARRANGE ALL PARTS ALL MATERIALS AND ONE PHYSICAL SAMPLE OF EACH TYPE OF SPRINKLER TO BE USED. DOCUMENT MAKE, MODEL AND OF THIS WORK AND EQUIPMENT OF OTHERS,NIM ME BUILDIIJC CONSTRUCTION AND WITH ARCHITECTURAL FINISH K-FACTOR OF ALL SPRINKLERS ON THE SPRINKLER SHOP DRAWINGS. DRAWINGS SHALL BE APPROVED BY THE AUTHORf1Y SO THAT IT WILL HARMONIZE IN SERVICE AND APPEARANCE. IN THE EVENT MERE IS A CONFLICT IN HAVING JURISDICTION. NO WORK SHALL'COMMENCE BEFORE OBTAINING THESE APPROVALS. SUBMIT APPROVAL LETTERS OR DRAWINGS STAMPED AS APPROVED BY THE AHJ(S)TO ARCHITECT. COORDINATION BETWEEN TRADES,THE OWNER WALL RESOLVE IT. 14. FIRE STOP AND SEAL ALL PENETRATIONS IN RATED WALLS SO AS TO MAINTAIN RATING OF WALL ASSEMBLIES. RRe1fP�ress. BIDDERS,BEFORE SUBMITTING A PROPOSAL,SHALL VISIT AND EXAMINE CAREFULLY THE AREAS AFFECTED BY THIS 143DO Main Road 15. COORDINATE THE USE OF INTERMEDIATE AND HIGH TEMPERATURE SPRINKLERS WITH THE LOCATIONS OF BUILDING S s-Tr;'B:i WORK TITO BECOME FAMILIAR WITH EXISTING CONDIRGNS&WITH THE DIFFICULTIES THAT WILL EFFECT ME MatkiYu Ck,NV 11952 EOUIPMENT PER MECHANICAL. PLUMBING AND ELECTRICAL DRAWINGS AS WELL AS SHOP DRAWINGS PROVIDED BY OTHER EXECUON OF THIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN CONTRACTORS. EXAMINATION HAS BEEN MADE AND LATER CLAMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH 16. HEAT TRACE AND INSULATE ALL WET PIPE IN SPACES SUBJECT TO FREEZING.HEAT TRACE SHALL BE LISTED FOR USEON EXAMINATION BEEN MADE SPRINKLER BRANCH LINES AND MAINS. TIE HEAT TRACE CONTROLLERS TO THE BUILDING MANAGEMENT SYSTEM AND FIRE ALARM SYSTEM FOR MONITORING.REFER TO MECHANICAL AND ELECTRICAL DRAWINGS. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL " 17. IF APPLICABLE,THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE REQUIREMENTS OF THE LOCAL ACCEPTANCE OF THE INSTALLATION AND ANY PORTIONS OF THE WORK WHICH DEVELOP DEFECTS DURING THAT 1 , FIRE MARSHAL CONCERNING FIRE SPRINKLER SYSTEM SHUTDOWN PLANS. PROCEDURES,AND FIRE WATCH PLANS THAT WILL i TIME SHALL BE REPLACED OR REPAIRED IN A MANNER SATISFACTORY TO THE OWNER. BE IMPLEMENTED FOR.SYSTEM INTERRUPTIONS DURING CONSTRUCTION. 18. ALL SPRINKLER PIPING,AS SHOWN,IS DIAGRAMMATIC WITH APPROXIMATE PIPE LOCATIONS, ELEVATIONS,ROUTING, ETC.,AND ! PREPARE AND FURNISH TO THE ARCHITECT SAS-BULLY PLANS FOR PREPARATION OF RECORD DRAWINGS TO BE IS PROVIDED FOR INFORMATIONAL PURPOSES.EVERY FITTING.ELL.TEE AND LENGTH OF PIPE MAY NOT BE SHOWN.IT IS THE PROVIDED TO THE ARCHITECT AT COMPLETION OF PROJECT. """ CONTRACTOR'S RESPONSIBILITY TO REVIEW THE CONTRACT DRAWINGS AND COORDINATE THE FIRE PROTECTION SYSTEM SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR RENEW COMMENTS BEFORE FABRICATION CF THE WORK IS DreWnO Rtle; INSTALLATION WITH THE BUILDING STRUCTURAL, MECHANICAL AND ELFCMICAL SYSTEMS:ME FIRE PROTECTION CONTRACTOR STARTED. '..... SHALL CREATE A FABRICATION DRAWING SHOVING ALL PIPE SIZES, LOCATION,ROUTING,HANGERS&ELEVATIONS THAT IS A RESULT OF COORDINATION EFFORT. NECESSARY OFFSETS IN PIPING REQUIRED TO PROPERLY.INSTALL THE FIRE PROTECTION ALL PARTS OF THE WORK AND ASSOCIATEDEQUIPMENT SHALL BE TESTED&ADJUSTED TO WORK PROPERLY& SYSTEM AS TO TAKE UP MINIMUM SPACE SHALL BE FURNISHED AND INSTALL BY THE CONTRACTOR WITH NO ADDITIONAL EXPENSE TO THE OWNER. BE LEFT IN PERFECT OPERATING CONDITION. ._.._..... THIS CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE COMPLETION OF THIS WORK ....... LULL._. -_____.._. R OUR M NTS ALL DRAWINGS AND PORTIONS OF ME DRAWINGS,ALL FLOOR PLANS.RISERS,DETAILS,SCHEMATICS AND SPECIFICATIONS INDICATED SHALL APPLY AND ARE PART OF THE FIRE PROTECTION CONTRACT. ANY DISCREPANCY OR CONFLICT NOTED.BETWEEN OR WITHIN ME ABOVE REFERENCED DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER,IN WAITING,A MINIMUM OF THREE(3)DAYS PRIOR TO SUBMITTAL OF BIDS THE ARCHITECT/ENGINEFR SHALL RESOLVE ISSUES PRIOR TO BID SUBMITTAL THIS CONTRACTOR SHALL CAREFULLY READ THE ABOVE MENTIONED DOCUMENTS AND STUDY THE DRAWINGS OF ALL TRADES HE SHALL BE RESPONSIBLE FOR NEGLECT TO READ,CR ATTEND TO.AHY PARAGRAPH CR ITEMS CONTAINED THEREIN.FAILURE TO BRING ANY CONFLICTS OR DISCREPANCIES TO THE ATTENTION OF THE 0N4iic \ ARCH]IEC I/ENGINEER,IN WRITING,PRIOR TO BID SUBMITTAL SHALL NOT CONSTITUTE GROUNDS FOR EXTRAS AND/OR CHANGE ORDERS.COSTS RESULTANT FROM THIS FAILURE SHALL BE BORNE BY THIS CONTRACTOR. THIS SECTION APPLIES TO ALL FIRE PROTECTION CONTRACT DRAWINGS AND DOCUMENTS. 1iirAAaY�J3,i`fF4 BASIC MATERIALS AND METHODSsA�N�,�3^ SPRINKLER PIPING PIPING SMALLER THAN 3'DIAMETER SHALL BE FLAMEGUARD CPVC.SEE SPECIFICATIONS ON MIS DRAWING.PIPING LARGER THAN 3'DIAMETER SHALL BE ASTM A795 SCHEDULE 10 MIN WALL PIPE WITH ROLLED GROOVE JOINTS SCALE AS NOTED AND MECHANICAL GROOVED PIPE COVPUNGS AND FITTINGS. - DRAWNBY PJG ' CHECKED BY LJM TEST AND INSPECTIONS " QATB 07/01/2020 THE CONTRACTOR SHALL TEST THE ENTIRE SYSTEM IN ACCORDANCE MM NFPA REGULATIONS,AWWA PRQI.MOR CCS REGULATIONS AND STATE&LOCAL CODE REGULATIONS. CONTRACTOR SHALL MAKE ALL JOB NO. 20.076 ARRANGEMENTS FOR A FINAL INSPECTION&APPROVAL BY THE UNDERWRITER AND FIRE MARSHAL, rw...... r 1K ut1 APPOINTMENTS MUST BE MACE IN ADVANCE FOR THESE INSPECTIONS. TEST REPORTS SHALL BE IJ co ss L rssoc s FURNISHED TO THE OWNER. :..a APPLY HYDRAULIC PRESSURE OF 200 POUNDS AND MAINTAIN WITH A PUMP FOR A PERIOD OF TWO HOURS AND PROVE THE SYSTEM IS TIGHT.ALL LEAKS DEVELOPING CURING THIS TIME SHALL_3E STOPPED.CONDUCT TESTS IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION,AS DESCRIBED IN NFPA 13(2013)AND 14. PROVIDE INSTRUMENTS,EQUIPMENT:PAY EXPENSES INCURRED IN MMING TESTS,OBTAIN APPROVALS &CERTIFICATES. WHERE EVIDENCE OF STOPPAGE APPEARS IN PIPING OR.EQUIPMENT,DISCONNECT,CLEAN,REPAIR. O O RECCNNECT 03STRUCTED PARTS;ALSO BEAR COST OF CUTTINGS,PATCHING ADJOINING)YORK NECESSITATED BY SUCH CLEANING,REPAIRING. 19 3T P T 4' 6 16' P 1' T 4' 6' P 6' 1' T P 3'6' 1' T P P 3' 1 1' T P 3' 6' V T 6CAlE:)(e'•1'® SCALE T'v'•1'® SCALEY'.1'® SCALE),i. 1'® SCALE�'.1' SCALE I'.=v SCAIE:175'•1 BORDER SIZE:26'x]6' GENERAL FIRE PROTECTION SITE WATER 7. WATER METERS AND METER PITS(IF REOJIRED)SHALL BE PROVIDED IN F ACCORDANCE WITH SUFFCLK COUNTY WATER AUTHORITY NOTES: 6. EXCAVATION,BACKFILL,AND SIE RESTORATCN BY.DTHERS COMPUANCE I. CONNECTION LOCATION FCi U7LITY WATER'ABED ON SAN TARY PLAN, NT-OSHA REQUIREMENTS FOR EXCAVATION S THE RESP049BIUT`.'OF s.,"' n AS PREPARED BY NORDLCDAST CIVL,C"STER BAY,NY 1'771.CATER ME INDIVDUAL CONTRACTORS- ONTRA TOR_. S t miller 1/±2/20, 9. ROC4 REMOVAL,LNSUITA3-E BACKFIL'-AND DEWA=RING(IF REQUIRED) 2 CON-RACTOR SHALL REFERENCE THE ABOVE DRAWING IMT-RESPECT TO IS BY OTHERS. EXISTING UNDERGROUND UTILITIES FOR THE EXISTING CHURCH AND I.C. FLUSi,PRESSURE TES-,AND DSINFECT NEW PIPING IN ACCCROANCE PROPOSED RECTORY,INCLUDING EXISTING ANC PRDPOSED CN LOT SEPTIC WT-NEPA-:3,2D2D NYS PLUM-ING CCOE.AND WATER AUTHORITY SYSTEMS,AND EXSTINC HELLS. REOUIREMENTS. 38 N,Main SI-1.Pi-1—PA IBWD 3. EXCAVATORS AND CONTRACTORS SHALL FOLLOW THE'DIG SAFELY' 11. UNDERGROUND WATER PIPING OVER 2'DIAMETER SHALL BE AMA C151 CENEN r-U\ED.DUCDLE IRON PIPE WITH MECHANICAL DR PUSH ON P:5762945665 F:570.2947865 REO_IP.EMENS I\..\Y STATE DY CALLING'8':1'OR'1-d00-952-79E2 FOR ,. ADVANCE\OIFICATIDN 2-10 DAYS PRIOR ANY MECHANIZE,WOR(TO JOINTS WITH AMA 0110 CUCRLE IRON FITTINGS,AND AWWA C111 wwwvnilhriller.net HAVE THE EXISTING UTILITIES MARKED-OUT BY THE RESPECTIVE U-UPES. GASKETS.PROVIDE B-MIL LLDPE FILM SHEET FOR UNDERGRCUND PIPING 4. ALL WATER LINE WORK SHALL BE IN ACCDRDA\CE.WITH SU=FDLK COUNT' CORROSION PROTECTION. WATER AUIHORHY,OAKDALE,NY 11769. 12. UNDERGROUND PPING UNDER 2'DIAMETER SHALL BE ASTM BBB,TYPE 4 5. WATER FLOW TEST:ATA I\FORMATN 5 IO0,\BED ON ROW TESTING CUP=ER SURE,ANNEALm TEMP R.WITH'SNE 816.22 WROUGHT COPPER 2/2'/20 PERFORMED BY THE WATER A''JTHLWITY. FITNOS WITA FRESSURE-TYPE LEAD-FREE SOLDER JOINTS o. BACKFLOW PREVENROT SHALL 3E PROVIDED AS PER THE REOUIREMENTS 13, ALL VALVES AND APPURTENANCES IN CONTACT WITH POTABLE WATER OF NY STATE DE,=T.OF HEALIH.AND SUFFOLK CWNTY"ATER SHAL MEET THE LEAD-FREE RE QJIREMENTS OF THE EPA CLAN WATER AUTHORITY. ACT AND BE CERTIFIED TO NSF-61 AMC NSF-372 AS LEAD FREE. PROVDE NEW CONNECTION TO WATER MAIN AT STREET. COORDINATE WITH WATER AURIORITY 2 101 ISSUED FOR PERhNT _ 1 01 65UED FOR PERh9T ISS/U�E LOG L\ -CL000EDCHANGE ANTICIPATED FUTURE FIRE FLOW BASED ON P,dI%tnft; DRY PIPE SPRINKLER SYSTEM,ORDINARY HAZARD _ ESTIMATED DOMESTIC WATER DEMAND OF 82.0 " OUI'Lad of Good Counsel GRWP 1,0,15 GPM/SO.FT.W/1,950 SQL I.DESIGN AREA -. GPM BASED ON 131.5 WATER SUPPLY FIXTURE Our PLUS 250 GPM HOSE STREAM ALLOWANCE. '"` UNITS(WSFU)FOR SUPPLY SYSTEMS NEW 4'COMBINED DOMESTIC/FIRE RedDty Building TOTAL EST.FLOW=0.15 X 1950%1.1 OVERAGE FACTOR PREDOMINANTLY FOR FLUSHOMETER VALVES+ WATER SERVICE FRCM ROUTE 25 +250 GPM (1)EXTERIOR HOSE BIBB D 7.0 GPM 4'DICL PIPE SITE METER PIT(IF REEVE BY WATER AUTHORITY) 571.75 CPM(SAY 575 GPM) SMALL BE PrROVDED IN ACCORDANCE,WITH WATER AUTITORITY REQUIREMENTS/STANDARDS Pm7xLAd - 14300 Main Road Mattitu ck,NY 11952 11 STUB WTTIi CURB STOP 4'STUB WITH CURB STOP AND BOX FOR AND BOX TO EXISTING CHURCH FUTURE 4'COMBINED DOMESTIC/FRE 4'DIOL PIPE " PROTECTION WATER SERVCE--___, _... �T.-DIOL PIPE _ PROVDE THRUST BLOCKING AS REOUIRED AT FITTINGS(TYPICAL) _ ....:. IESTIMATED MAX DOMESTIC WATER DEMAND CF `'' __ ..... ..... 1 1/4'TYPE'K'SOFT TEMPER COPPER r .................................... -- 30.0 GPM BASED ON 50 WATER SUPPLY FIXTURE ' UNDERGROUND PIPWRY G TO RECTO - A i UNITS(COSH)FOR SUPPLY SYSTEMS DreWlg 71U:: PREOCMINANTLY FOR FLUSH TANKS �l 1 1 1/4'COMBD DOMESTIC/FIRE PROTECTIONINE / `NOTE,SANITARY PLAN PREPARED BY NORTHCOAST WATER SERVCE(SEE F2DI)JJJI.. ESTIMATED MAX DOMESTIC WATERDEMAND CVL IDENTIFIES A'PRIVATE WELL'SERVING THE - OF 20.0 GPM BASED ON 2D WATERSUPPLY CHURCH.CLOSURE AND PERMITTING NECESSARY TO FIXTURE UNITS(WSFU FOR SUPPLY SYSTEMS SVLTCH FROM AN WATER SOURCE TO PREDOMINANTLY FOR FLUSH TANKS) UTILITY WATER 15 BY OTHERS. FIRE PROTECTION WATER DEMAND OF 26 4 GP N BASED ON SPRINKLER HYORAUUC CALCULATIONS PERFORMED.ULY 17,202D S �I - _......_. �a U:4533.3Y .__. scALTs AS NOTED - - ...._ DRAWN BY PJG ' CHECKED By LJM - DATE 07/01/2020 _.._.__._,....... PROD.MGR. CCS p cAorx��.,A.. .r—AAssoclA.Es ' ._. ¢mea fo.m_m u.uum wolat.b. FIRE PROTECTION SITE PLAN WATER SUPPLY INFORMATION � DSCALE:1' 30' PRESSURE HYDRANT:MAIN RDAD k810017008 GENERAL INFORMATION FLOW HYDRANT:MAIN ROAD p61001]C09 ."w „� GATE: 2/?4/2020 STATIC 72 PSI RESIDUA_ 60 PSI 1�e PRESS'::RE: PRESSURE: TME: 11:55 AN RESIDUA_ 2265 GPM • F200 ' ' PRESSURE: �.. � i D' 7 4- Er i6 a 11 z EE. 2 3- V 3' V r z v 3- 1- 11 z SCALE.AT-1-Sesi-m�� BORDERSIZE-—W smiffiipiller associates 3.1.Main S-1,1111ston.PA 18640 P:5702935865 F.570-2947865 .. .... ............ .............. .................... ............ ....... .................. .................. ............. .......... .......................... .... ........ ................... UPRIGHT R- 11411A1 S,111,111-1 HEAD,S SPR:NKUER SCHEDULE ON DRAWNG FD01 TYPICAL . 2 10NB2020 ISSUED FOR PE11M4T NEW 1 1/4'COMBINED DOMESTIC/FIRE WATER SERVICE. 1 1 NA72M ISSUED FOR PERMIT SEE FIRE PROiCTION SITE PLAN ISSUE LOG PROVIDE NEW 1 1/4-MIARNED A E. CLOUDED CHANGE FOR"NTNAT"N El SERVE' PE --...........- DB1TA'L..'.1BD' j .......... DO.ESTIC��E ........... ........... .............. ............ ................ ................. .............................. S� 30 Our Lady of Good Counsel :BASEMENT LEVEL Rectory Building i . IVIDE MINIMUM OF co%cl!OVER INVERT OF F;E :1 1/4'RISE INTO .............................................. ............. 143DO Main Road Mattituck,NY 11952 (D .......................... ............... .......... .................... I*TAP FROM DOMESTIC 28 '1'SPRINKLER RISER WATER SERVICE FOR BOLDING �UP TO FIRST FLOOR SPRINKLER SYSTEM w SEE PLUMBING PLAINS FOR CONTINUATION ............... ......................... .......... .................................. ..................-........... ........................ ...................................... ......... ............. DMAV TEE. SPRINKLER PROTECTION NOT REQUIRED IN GARAGES PER 2016 NFPA 13D ............ .................. BASEMENT PLAN FIRE PROTECTION SCALE:1/4'= 1*-0" SCALE AS NOTED PJG FIRE PROTECTION WORK GENERAL NOTES DRAWN BY 1. COORDINATE W11H MODULAR MANUFACTURER ON PIPING ROUTING.COOFMINAIE WITH CHECKED BY LJM HVAC.PLUMBING,AND ELECTRICAL LAYOUTS. DATE 0710112020 2. SPRINKLER PIPING SERVING THE ATTIC.AND INSTALLED WITHIN AN UNCONDITIONED AREA PRI11,mGR. ccs SHALL BE COVERED WITH BATT INSULATION FOR FREEZE PROTECTION,IN ACCORDANCE JOB NO. 20-076 WITH N-PA-13D. t- F201 V 1' 2 4' IF O E 1' P a' IY T C 1' Z 1. O' B' fi 1' 2 D 3' 6 i' 2 GCALEYe•1'® SCALE e,•t'® SCALE�••1'® SCALE.)?- ® SCALE�'.1' SCALE I'.1'® scA -.tY'•1' 80RDFA SIZE 3aX.ffi' !y��/,yr s�f`it miller associates 38N. 8N.Main Street Pittatm,.PA 18640 - P:57U299o865 F:5742937865 wvaysmitNniller.ne[ NOTE:ATC SPRINKLER PROTECTION NOT RECUIRED PERR NEPPA-13U.0.3.5 ....... - ,.-.__ .... _ _ \r CONCEALED RESIDENTIAL SPRINKLER HEAD.-EE SPRINKLER NOTES ON THIS SHEET(TYPICAL) i 3 E — ., I .— SPRINKLER PIPING FOR ME 2ND FLOOR SHALL 02 48 — (:. 3 - FROIECTEOTHNM BATT/BLOWNA III INSULATION ILL _^ FROM FREEZING PER NFPA-13D.CHAPTER 9. _ 1 1 1 1 1 1 1 1 1 2 , �o ..................i; _.... ._. __:� ......... .........._. l 1 .07/172020 LSGUED FOR PERA4T SSUEIDG — � e OUOEO CHANGE 1 - .. E . Pm1ecl Tltle0. ..13 - / _ Our Lady of Good Counsel Rectory Building 1 1 14 *77 I ( 1 2 W.... _ 3 \ - P4 00 Main jI I. .. _ 1 Road / - athtu Y 11952 LI M ck N V SPRINKLER RISER FROM BF10Y! j SEE F201 FOR CONTINUATION ... ,-;; .. - _ E. .... F _._.. .. j KITCHEN DESIGN AREA SPRINKLER HEAD NOTES 350 SQUARE FEET,LIGHT HAZARD 2.HEADS CALCULATED TYCO RAPID RESPONSE SERIES LFII RESIDENRAL 4.9K PENDENT AND RECESSED I! SEE HYDRAULIC CALCULATIONS PENDENT SPRINKLERS(TY2236)ARE DECORATIVE;FAST RESPONSE,FRANGIBLE BULB SPRINKLERS DESIGNED FOR USE IN RESIDENTIAL OCCUPANCIES SUCH AS HOMES j, APARTMENTS,DORMITORIES,AND WHEN AESTHETICS AND OPTIMIZEDFLOW _ ! _ CHARACTERISTICS ARE THE MAJOR CONSIDERATION,ME SERIES LEI RESIDENTIAL 1 SPRINKLERS(TY2236)SHOULD BE THE FIRST CHOICE.THE SERIES LFII RESIDENTIAL SPRINKLERS ARE INTENDED FOR.USE IN THE FOLLOWING SCENARIOS: •WET PIPE RESIDENTIAL SPRINKLER SYSTEMS FOR CNE-AND TWO-FAMILY ` DWELLINGS AND MOBILE HOMES PER NFPA 13D � WE PIPE PIPE RESIDENTIAL SPRINKLER SYSTEMS FOR RESIDENTIAL OCCUPANCIES UP TO: I j AND INCLUDING FOUR STORIES IN HEIGHT PER NEPA 13R ' I •NE PIPE SPRINKLER SYSTEMS FOR ME RESIDENTIAL PORTIONS OF ANY '•-...:........ 8� OCCUPANCY PER NFPA 13 THE RECESSED VERSION OF THE SERIES LLTI RESIDENTIAL I SPRINKLERS IS INTENDED FOR _ USE IN AREAS WITH FINISHED CEILINGS WHEN USED WITH ONE OF THE FOLLOWING: g I •A TWO-PIECE SME 15 RECESSED ESCUTCHEON WITH RECESSED ADJUSTMENT UP TO 5/8 IN.(15,9 MM)FROM THE FLUSH PENDENT P051TION: L Jr :'"^'•^ -' "' ""` "-"' -' •A TWD-PIECE STYLE 20 RECESSED ESCUTCHEON WITH RECESSED AOJUS7MENT UP '.i._.... .... TO I/2 IN.(12.7 MM)FROM THE FLUSH PENDENT POSITION.THE ADJUSTMENTi� PRDNDEO BYEITHER t RECESSED ESCUTCHEON REDUCES THE ACCURACY TO WHICH THE PIPE DROPS TO -" 'twW4lif.tl THE SPRINKLERS MUST BE CUT.THE SERIES LN RESIDENTIAL SPRINKLERS HAVE BEEN ' DESIGNED WITH HEAT SENSITIVITY AND WATER DISTRIBUTIONCHARACTERISTICS PROVEN TO HELP IN THE CONTROL - ......_..,�� FIRST FLOOR PLAN - FIRE PROTECTION OR BE90ENTIA FIRES AND TO IMPROVE THE CHANCE FOR OCCUPANTS TO ESCAPE EVACUATED.CORROSION-RESISTANT COATINGS,WHERE APPLICABLE.ARE UTILIZED ' SCALE:1/4•= I'-0' TO EXTEND THE UFE OF COPPER ALLOY SPRINKLERS BEYOND-THAT NJCH WOULD SCALE AS NOTED OTHERWISE BE CBTAINED DRAWNBY PJG FIRE PROTECTION WORK GENERAL NOTES ME N EXPOSED TO CORROSIVE ATMOSPHERES.ALTHOUGH CORROSION-RESISTANT i. COORDINATE WITH MODULAR MANUFACTURE ON PIPING ROUTING.COORDINgTE NTH COATED SPRINKLERS HAVE PASSED THE STANDARD CORROSION TESTS OF THE CHECKED BY LJM HVAC,PLUMBING,..AVID ELECTRICAL CATGUTS. APPLICABLE APPROVAL AGENCIES.THE TESTING IS NOT REPRESENTA11 OF ALL DATE POSSIBLE CORROSIVE ATMOSPHERES.CONSEQUENTLY,IT IS RECCMMENUED THAT THE 07)01/202O 2 SPRINKLER PIPING INSTALLED WITHIN AN UNCONDITIONED AREA SHALL BE COVERED NTH END USER BE CONSULTED WITH RESPECT TO THE SUITABILITY DI MESE COATINGS EROJ.MGR CCS BATT INSJLATION FOR FREEZE PROTECTION,IN ACCORDANCE NM NEPA-130. FIXt ANY GIVEN CORROSIVE ENVIRONMENT.ME EFFECTS OF ANBIMT TEMPERATURE, JOB NO CONCENTRATION .N OF CHEMICALS,AND GAS/CHEMICAL VELOCITY SHOULD BE 20-076 CONSIDERED.AS A MINIMUM,ALONG WITH THE CORROSIVE NATURE OF THE Qrosrale�rt xax°s:rtx xluea AcwcwrEs CHEMICAL TO WHICH THE SPRINKLERS WILL BE EXPPOSE0 THE SERIES LFII RESIDENTIAL PEIJDEN AND RECESSED PENDENT SPRINKLERS (TY2236)DESCRIBED HEREIN MUST BE INSTALLED AND MAINTAINED IN COMPUANCE - NTH THIS DOCUMENT AND THE APPLICABLE STANCAROS OF THE NATIONAL FIRE t PROTECTION ASSOCIATION(NFPA),IN ADDITION TO THE STANDARDS OF ANY AUTHORITIES HAVING JURISDICTION.FAILURE TO CO SO MAY IMPAIR THE PERFORMANCE OF THESE DEVICES.THE OWNER 15 RESPONSIBLE FOR MAINTAINING HEIR FIRE PROTECTION SYSTEM AND DEMCES IN PROPER OPERATING CCNDITON. CONTACT THE INSTALLING CONTRACTOR OR PRODUCT MANUFACTURER NTH ANY O'UESTIONS. TECHNICAL DATA:APF/ANSI I UL AND C'JL LISTED CERTFIEO i0 ALL O TECHNIC L DATA: OF NSF/ANSI 61 SPRINKLERS NM A POLYESTER FINISH ARE L'L LISTED AS CORRCSION-RESISTANT SPRINKLERS.MAXIMUM WORKING PRESSURE 175 PSI(12,1 BAR)DISCHARGE COEFFICIENT K=4.9 G=M/PSI'i(70,6 LPM/BARA) TEMPERATURE RATING 155-F(68-C)OR 173-F(79'C) J.�/` P 4' B' 16 37 O 7 4' a I6 0 1- T 1 Y 0 6' 1- 2 1 R 3 E 1' 7 3 0 3' 6' f I O 3' 6' 1' 2 , SCN.EYe'•1'® SCAI£K-•f'® SCALE Y'.1'® SCPLE.Y'•I'® SCALE-%--l' SGLmr-v® ScuE:IY'.I' BORDERSIZE:NY36- sr ��^^i^^t��%pI,}�mriNgl--ler S=RINN_ER N0-L PROWDE BAT/B_OWN-N INS_LATID,N .y'$Uw¢gy p BRP14CH PIPING PROTECTION OF SPRINKLER PIP NG TO PREVEN FREEZING.FOLLOW—OMMENDATDNS N 11FPA-130 CHAPTER 9,PROTCTCN FROM FREEZING, 38 n.Main Sl,m.MUslon.PA 186A0 FIGURE 3 :NHEA7ED SPACE BASED ON WERE 7EMPERAILHES ARE E%PEC-EU TO BE 0 DEG.F OR LOWER. P:570-2B9 5 865 F.570.2937865 Z-1/2'DIA. SPPoNKLER- rnitliniller.net 1/2'f12.7 mm) =4CE Oc SUPPORT CUP —FIBERGLASS BAT ® 1/e - TI READ S'RINKLERtDISPOSABLE ASSDJSLY INSULATION —UPRICH SPRINKLER HEAD NPT AO.USTMENT FITTING COVERPLAT 'TENT"SPACE KEEPING INSULATION GAP 3/16'-1/4' RETAINER ABCVE SPRINKLER PIPING m (30,2mP ] _4 _SPRINKLER B2ANrH LINE TING CDU%G SURFACET ..4 COVER- SPRINKLER- 75/16' ' fi,4 mm OPERATED RETAINER SUPPORT CUP (23,8 19.1 mm) SPRINKLEASSEMBLY ASSEMBLYCONCEALED TYPE HEADJ-5/76DIA. (84,1 mm) TIP PROTECTIVE CAP ATTIC SPRINKLER PIPING n UPRIGHT SPRINKLER HEAD DETAIL CONCEALED SPRINKLER HEAD INSTALLATION DETAIL INSULATION DETAIL — 2 3 2 1OrOfl2Oe0 ISSUED FOR PERA9T SCALE:N.T.S. SCALE N.T.S. SCALE:N.T.S. . 1 07117/20M ISSl1ED FOR PERA9 i ISSUE LOG =CLWD®CHANGE Pm1ttllMc -� Our Lady of Good Counsel .... Rectory Building PmletlAENes: 14300 Main Road Mattituck,NY 11952 PROVO E A SECTION OF TURNS TO ALLOW FOR FUTURE WSTALLATION OF REMOTE METIER READER .............. IS rr1-1/4'WATER METER.COORDINATE METER DmWn2 TIdr. BACKFLOW PREVENTION REWREMENTS .......... YATIt SUFFOLK COUNTY WATER AUTHORITY 1-1/J'TESTABLE RACKFLDW PREVENTER MODEL 037 BY WATTS CURB BOX o ALL BRACKETS S EE THIS PROMDE" RAIN AN GRAIN SPRINKLER SYSTEM --- VALVE NNr KLJi ISYS oFg WATER SERWCE ..................._. _ _........ _. F.,.... ___ _ .......`.....__ _ VALVE FOR SPRINKLER SYSTEM S� PRESSURE �Nz WaF _ - _ GAUGE TYP) on -• :e..f... 5 PIPE SLEEVE AND SEALED m€ WATER TIGHT RUBBER SEAT -aw CHECK VALVE 1PY' zo DOMESTIC WATER SHUTOFF AFTER TESRNG.SLUSHING AND (r PIPING SYSTEM Oa4G],]r tiT •� SERIAUZING,RHC SYSTEM SHALL LNK-SEAL -, _ BE DRNNEO. TO DOAIES7IC WATER SYSTEM - COHE DR�UED I W 1-1/C COMBINED SHUTOFF VALVE 7HB4�IJEZTP PALL '" OOMESHC/, WATER SERVICE TO BE _.. SIZES LARGER THAN P.PNC). •.• SCALE ..r \ 1-1/C DOMESTIC WATER AS NOTED PIPE COMPIEDIACTED NC AND `UNDISTUFBED EARTH SERVICE W METER AND LOM?ACTED SdL UNDER PIPE / NTEFTIOR FACE OF —EXTERIOR FACE OF DRAWN BY PJG FRV(IF REOUIRED) BASEMENT WALL. BASEMENT WALL. 7EXTEND COPPER TUBING LOWER LEVEL FLOgt � CHECKED BY LJM . (SERVICE UNE)TO CURB STOP i?i DATE 0710112020 VALVE AND CONNECTy PROJ.MGR (;C$ Joe NO. 20-076 WATER MAIN CURB STOP VALVE Ocormrcm-�masN HHNr AAssacrnsls I. RECTORY WATER SERMCE L'NDER GROUND PIPING SHALL BE 1-1/--TYPE K SOFT swu VoWM mw M14EX-ED COPPER TUBING. smm„ea�d~.se�d n n 6r,...rt ae.,rt 2. ONLY THE WATER LIN-SHALL BE N THE WATER SUPPLY TRENCH,NO OTHER URIUTIES,PIPING.WIRING ETC SHALL UPUZE THE WATER SERVICE TRENCH. a DOMESTIC/ SPRINKLER WATER ENTRY SERVICE n DOMESTIC/SPRINKLER WATER SERVICE SPLIT DETAIL (RECTORY) 6 WALL PIPING PENETRATION DETAIL SCALE:NONE 5f•e,F.N.T.S. SCALE N.T.S. F 8 0 1 SYMBOL KEY/LEGEND GENERAL PROJECT INFORMATION FOUNDATION DESIGN AND CONSTRUCTION CRITERIA (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) �—NEW COLUMN GRID LINE SECTION NUMBER 1. "LOADS" INDICATED IN THE DESIGN LOAD CRITERIA TABLE ARE THOSE USED IN DESIGN OF 1. THE FOUNDATION FOR THIS STRUCTURE HAS BEEN DESIGNED FOR A 2,000 PSF ASSUMED THE BUILDING SUPERSTRUCTURE. ALLOWABLE SOIL BEARING PRESSURE AT A BEARING DEPTH OF APPROXIMATELY 48" BELOW SECTION SHEET LOCATION 2. DESIGN LOADS AND CRITERIA USED IN THE DESIGN OF SPECIALTY STRUCTURAL SYSTEMS EXTERIOR GRADE ELEVATION. ABBREVIATIONS (i.e. CURTAINWALL, FIRESTAIRS, COLD-FORMED METAL FRAMING, ARCHITECTURAL PRECAST 2. MINIMUM DEPTH REQUIRED FOR FROST PROTECTION TO BOTTOM OF FOUNDATION = CONCRETE, METAL PANELS, ETC.) ARE TO BE DETERMINED BY A THIRD PARTY ENGINEER (4-01. APPLIES TO ALL PERIMETER WALL FOOTINGS AND ISOLATED EXTERIOR COLUMN ADJ. ADJUSTMENT H.P. HIGH POINT CONTRACTED BY THE SPECIALTY STRUCTURAL SYSTEM MANUFACTURER IN ACCORDANCE WITH - FOOTINGS. ALT. ALTERNATNE HOR./HORIZ. HORIZONTAL CODE REQUIREMENTS OF THE GOVERNING JURISDICTION. THE SPECIALTY STRUCTURAL 3. BACKFILL SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF FOUNDATION WALLS UNTIL Z ATTACH. ATTACHMENT H.S.B. HIGH STRENGTH BOLT ENGINEER IS RESPONSIBLE FOR ALL CONNECTIONS OF THESE SYSTEMS TO THE THE FINAL ELEVATION IS ACHIEVED. VARIATIONS SHALL NOT EXCEED 2'-0° BETWEEN w BOTT. BOTTOM IN. INCHES SUPERSTRUCTURE, INCLUDING, BUT NOT LIMITED T0, ENGINEERING, DETAILING, AND BACKFILL ELEVATIONS ON EITHER SIDE WITHOUT ENGINEER'S APPROVAL BLDG. BUILDING JT. JOINT INSTALLATION. IF ALTERATION TO THE SUPERSTRUCTURE IS REQUIRED AS DETERMINED BY 4. WHEN STEPPING WALL FOUNDATIONS THE MAXIMUM STEP SHALL BE ONE VERTICALLY TO 0 o THE E.O.R. TO REINFORCE FOR HIGH CONCENTRATED FORCES APPLIED BY THE SPECIALTY TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. BM. BEAM LBS; # POUNDS SYSTEM CONNECTION, THE REINFORCEMENT AND COST SHALL BE BORNE BY THE SPECIALTY z w CANT. CANTILEVER LLH; L.L.H. LONG LEG HORIZONTAL SUBCONTRACTOR AND SHALL BE CONSIDERED A PART OF THE SPECIALTY CONNECTION. 5. LOCATIONS OF FOOTING STEPS SHOWN ON THE FOUNDATION PLAN ARE APPROXIMATE THE Wo CENTERLINE LLV; L.L.V. LONG LEG VERTICAL3. ALL DETAILS MARKED 'TYPICAL" IN.THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED GENERAL CONTRACTOR SHALL FIELD VERIFY EXACT GRADE LOCATIONS AROUND THE BUILDING Z w CLR. CLEAR L.P. LOW POINT THROUGHOUT THE PROJECT AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE AND LOCATE ANY FOOTING STEPS ACCORDINGLY IN ORDER TO MAINTAIN A PROPER FROST CA; C.A. COLUMN ABOVE LOC(S) LOCATION(S) CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR DEPTH COVER AT ALL LOCATIONS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CB; C.B. COLUMN BELOW MAX. MAXIMUM QUANTITY AND LOCATION WHERE THE "TYPICAL" DETAILS APPLY. w= COL COLUMN MID. MIDDLE 4. FAILURE ON THE PART OF-THE CONTRACTOR TO REVIEW THE STRUCTURAL DRAWINGS OR SHORING AND BRACING GENERAL NOTES o CONC. CONCRETE MIN. MINIMUM THE DRAWINGS OF OTHER DISCIPLINES (i.e. ARCHITECTURAL, CIVIL, M.E.P., ETC.) TOGETHER (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 3 CONN. CONNECTION N0. NUMBER WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOT RELIEVE THEM OF THE CONT. 'CONTINUOUS NTS NOT TO SCALE RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS 1. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND CALCULATIONS FOR SHORING AND DIA. DIAMETER O.C. ON-CENTER INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. ALL STRUCTURAL BRACING SYSTEM AND OTHER DATA, AS REQUIRED, PREPARED AND SEALED BY A z DWG. DRAWING R PLATE TRADE CONTRACTORS AND SUBCONTRACTORS ARE PROHIBITED FROM EXCLUDING STRUCTURAL REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. SUBMIT EA. EACH PSF POUNDS PER SQUARE FOOT WORK FROM THEIR CONTRACT NOT SHOWN IN THE STRUCTURAL DRAWINGS. TO ARCHITECT ONE WEEK PRIOR TO THE START OF WORK. Z 2. SHORING AND BRACING SHALL COMPLY WITH.THE LOCAL BUILDING CODE AND �� E.F. EACH FACE PSI POUNDS PER SQUARE INCH SITE PREPARATION GENERAL NOTES ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES. EL; ELEV. ELEVATION R.A. ROOF DRAIN w E.O.D. EDGE OF DECK REINF: REINFORCING (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 3. INSPECTION FOR STRUCTURAL STABILITY SHALL BE PROVIDED BY AN APPROVED LICENSED w E.O.S. EDGE OF SLAB REQ'D REQUIRED 1. THE SURFACE OF THE EXPOSED SUB-GRADE SHALL BE INSPECTED BY PROBING OR ENGINEER EMPLOYED BY THE CONTRACTOR, AS REQUIRED BY LOCAL GOVERNING < EQ. EQUAL/EQUALLY S.C. SLIP CONNECTION TESTING TO CHECK FOR POCKETS OF SOFT OF UNSUITABLE MATERIAL. EXCAVATE SUIE UBBMITMIT WEEE m E.W. EACH WAY S.O.G. SLAB-ON-GRADE UNSUITABLE SOIL AS DIRECTED BY THE ON-SITE GEOTECHNICAL ENGINEER AND/OR 4. SUBMIT FIELD OBSERVATION REPORTS TO ARCHITECT DURING THE DURATION OF Z EXP. EXPANSION SPL. SPLICE TESTING AGENCY. THE SHORING OPERATION. E.J. EXPANSION JOINT SP. SPACING 2. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL 'PLACE IN 12 INCH 5. BENCHMARKS ARE TO BE ESTABLISHED BEFORE EXCAVATIONS AND RE-SURVEYED WEEKLY EXT. EXTENSION SQ. SQUARE MAXIMUM .LOOSE LIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY BY A LICENSED LAND SURVEYOR EMPLOYED BY THE CONTRACTOR. FIN. FINISH SYM. SYMMETRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 6. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT z FT. FOOT/FEET T & B TOP AND BOTTOM 3. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM WORK. w FTG. FOOTING THK. THICKNESS ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY 7. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE RE-BRACED BY w= H HANGER T.O.J. TOP OF JOIST WEIGHT PASSING A NO. 200 SIEVE (CLASSIFIED AS SC, SM, SP OR BETTER IN OTHER BRACING OR UNTIL PERMANENT CONSTRUCTION IS IN PLACE. o T.O.S. TOP OF STEEL ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM) AND WITH A PLASTICITY' Y Y_ TYP. TYPICAL INDEX NOT EXCEEDING 6%. U.O.N. UNLESS OTHERIMSE NOTED 4. PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. OF BUILDING AREA FOR EACH LIFT NEw y VERT. VERTICAL OF CONTROLLED FILL. N m �Q. �,� PAUL S 0 W.W.F. WELDED WIRE FABRIC 5. EXCAVATIONS SHALL BE KEPT DRY BY PUMPING UNTIL UNDERGROUND CONSTRUCTION IS �a * �� < * -� COMPLETE. ® E�� a `� 6. LOOSENED BEARING SOILS SHALL BE RE-COMPACTED WITH A SMALL VIBRATORY PLATE - �Q COMPACTOR PRIOR TO PLACEMENT OF REINFORCING BARS. IT IS A VIOLATION. OF NEW YORK STATE LAW FOR ANY PERSONS, UNLESS ACTING o Z z D 7. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ��OA �9619� . ��,_C7 JUL 2 7 2020 PRIOR TO CONCRETE PLACEMENT. ALL SOFTENED OR OTHERWISE UNSUITABLE BEARING DRAWING IN ANY WAY. ANY ENGINEER ALTERING THIS DRAWING SHALL AFFIX HIS MATERIALS SHALL BE REMOVED AND REPLACED WITH LOAD-BEARING FILL OR WITH LEAN SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE R0FESS► \4 3/2020 CONCRETE (2000 PSI). DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. r.aux'PT- . .• RR(IIECI N[I. ,TO,.,-, ' .-: f 707 ISLAND 0003.06220 D LAR HOMES OUR LADY OF GOOD `GENE RAL 04;3.0;2020 KEYSTONE S-0.1 O.1 STRUCTURAL MO U 14300 MAIN ROAD STRUCTURAL J . MBR.. J 1 GROUP 500 North Broadway, Suite 163 MATTITUCK, NY 11952 NOTESC—E 711 DAVIS ST. T:570-569-2199 APS D� SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 www.KSGengineers.com CAST-IN-PLACE CONCRETE GENERAL NOTES CAST-IN-PLACE CONCRETE GENERAL NOTES COWD POST-INSTALLED ANCHOR GENERAL NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1. CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE AMERICAN 14. CONTROL JOINTS IN SLABS ON GRADE SHALL HAVE MAXIMUM SPACING OF 36xSLAB 1. ALL POST-INSTALLED ANCHORS SHALL BE FROM THE FOLLOWING APPROVED CONCRETE INSTITUTE ACI 318 (LATEST EDITION). THICKNESS (IN INCHES) 1N EITHER DIRECTION. MANUFACTURERS: HILTI, DEWALT, AND REDHEAD. THE MANUFACTURER, DIAMETER, TYPE, 2. UNLESS OTHERWISE INDICATED ON DRAWINGS, CAST-IN-PLACE CONCRETE SHALL 15. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON THE SPACING ETC. SPECIFIED IN THE SECTIONS AND DETAILS OF THIS PROJECT CONTROLS. DEVELOP A STRENGTH OF 3,000 PSI FOR FOUNDATION WALLS AND BASEMENT RETAINING DRAWINGS, WITHOUT THE APPROVAL OF THE ENGINEER. ALL SUBSTITUTIONS MUST BE PRE-APPROVED BY THE ENGINEER-OF-RECORD (KEYSTONE WALLS; 4,000 PSI FOR CAST-IN-PLACE CONCRETE FOOTINGS. 16. STRUCTURAL SLABS ON GRADE SHALL BE OF A THICKNESS AND REINFORCED AS STRUCTURAL GROUP). 3. REINFORCEMENT SHALL BE DEFORMED BARS ASTM DESIGNATION A-615, GRADE 60. INDICATED ON DRAWINGS. 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA 4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST A.C.I. 17. SLABS-ON-GRADE SHALL HAVE THICKENINGS, DEPRESSIONS, OPENINGS, ETC., AS PUBLISHED BY HILTI, DEWALT, OR SUCH OTHER METHOD AS APPROVED BY THE ~" SPECIFICATION. REQUIRED OR AS SHOWN HEREIN OR ON ARCHITECTURAL DRAWINGS. STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS w MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO w 5. TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EMBEDDED TO DEVELOP FULL 18. LOCATION OF CUTOFF POINTS FOR CONCRETE BEAM REINFORCEMENT SHALL BE AS USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED z� STRENGTH IN CONCRETE WALLS AND SLABS. SHOWN ON TYP. DETAILS. PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED HILTI 00 z w 6. PROVIDE ADEQUATE TIES FOR REINFORCEMENT IN SLABS, BEAMS, PIERS AND WALLS. 19. PROVIDE 100% CONTINUITY OVER SUPPORTS FOR CONTINUOUS SLABS AND BEAMS. PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING REINFORCEMENT TO BE HELD AT CORRECT DISTANCE FROM FORMS AND EARTH BY COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, =o STEEL CHAIRS OR TIES. 20. PROVIDE TWO #5 BARS AT REENTRANT CORNERS AND AROUND OPENINGS IN ANY INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION TE WALL, BEAM, SLAB, GRADE BEAM OR MASONRY BEARING WALL. z INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE OZ CONCRE7. FOLLOW C.R.S.I. RULES FOR PLACING OF REINFORCING STEEL AND ACCESSORIES. a� 21. PROVIDE POCKETS IN WALLS FOR COLUMNS, BEAMS AND SLABS. TEMPERATURE AND INSTALLATION TEMPERATURE. 8. NO CONCRETE SHALL BE CAST UNTIL THE PRELIMINARY TESTS REQUIRED HAVE BEEN 22, MINIMUM BEARING ON WALL OR BEAMS 4" FOR SLABS, 8" FOR BEAMS (U.O.N.). 3. INSTALL ANCHORS PER THE MANUFACTURERS INSTRUCTIONS, AS INCLUDED IN THE MADE, REPORTS THEREOF FILED WITH THE ENGINEER, AND APPROVED. THE CONTROLLED CONCRETE TO BE USED SHALL CONFORM TO THE APPROVED DESIGN MIX OBTAINED AS 23. PROVIDE PRECAST LINTELS FOR ALL OPENINGS OR RECESSES IN BLOCK WALLS WHERE ANCHOR PACKAGING. wo A RESULT OF THE PRELIMINARY TESTS. THE USE OF ANY ADDITIVES NOT PRESENT IN NO SPECIFIC LINTEL IS NOTED. 4. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM OR 3 THE PRELIMINARY TEST MIX IS PROHIBITED. 24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR MATERIAL. SEE DEWALT DDA SYSTEM. wo 0 9. REPRESENTATIVE TEST CYLINDERS WILL BE TAKEN FROM THE CONCRETE PLACED EACH ARCH'L DRAWINGS. 5. THE CONTRACTOR SHALL ARRANGE ANCHOR MANUFACTURER'S REPRESENTATIVE TO CLA ) DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS. 25. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS Z 10. WELDED WIRE FABRIC SHALL HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI AND OPENINGS IN ROOF, FLOORS AND WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. SPECIFIED. THE STRUCTURAL ENGINEER MUST RECEIVE DOCUMENTED CONFIRMATION THAT CD SHALL CONFORM TO ASTM A-185 AND A-497. 26. IN.ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2" x 4" KEY AND 48 ,BAR DIAMETER ALL OF THE CONTRACTOR'S PERSONNEL WHO WILL INSTALL ANCHORS ARE TRAINED PRIOR Q fif 11. MESH SHALL BE SPLICED SO THAT THE OVERLAP BETWEEN OUTERMOST CROSS WIRES LAP (16" MIN) OF REINFORCING, EXCEPT FOR SLABS-ON-GRADE. TO THE COMMENCEMENT OF INSTALLING ANCHORS. OF EACH SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES PLUS TWO 6. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND INCHES, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH 12. THIS CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC., AS REQUIRED FOR A COMPLETE 7. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC J0B ANCHOR LOCATIONS. UNLESS OTHERWISE NOTED ON THE DRAWINGS THAT THE BARS CAN Z 13. STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN ONE OPERATION. BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND o CONSTRUCTION JOINTS SUCH AS A DAY'S POUR JOINTS SHALL BE LOCATED IN THE SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, HILTI PS 200 FERROSCAN, HILTI PS 1000 MIDDLE THIRD OF THE SPAN, MAIN REINFORCING TO RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. X-SCAN, GPR SCAN, X-RAY, CHIPPING OR OTHER MEANS. DESTRUCTIVE INVESTIGATIVE Z METHODS MUST BE APPROVED BY THE ARCHITECT/ENGINEER OF RECORD. w 8. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION TO w= SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR o- INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-11 D.9.2.2)/(ACI o Y 318-14-14 D.9.2.2) PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. 0 0 �O� NE y 9. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS a ��o�,l PAUL SyO (ACI 318-11 D.2.2)/(ACI318-14 17.1.2) ' "z LU IT IS A VIOLATION. OF NEW YORK STATE LAW FOR ANY PERSONS, UNLESS ACTING o C5 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS o NCOA09619'f �� DRAWING IN ANY WAY. ANY ENGINEER ALTERING THIS DRAWING SHALL AFFIX HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE R�FESSk NP 3/2020 DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PRWEn 0. ^TRmUCTURAL LONG ISLAND 0003.06220 MODULAR HOMES OUR LA DY O F GOO D GENERAL oMiB�i2o2oY. 14300 MAIN ROAD STRUCTURAL JMBS-O.2 500 North �H Broadway, Suite 163 EDEM 711 DAVIS ST. T:.570-569-2199 . MATTITUCK, NY 11952 NOTES APS SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753: www.KSGengineers.com r DESIGN INFORMATION THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2020 NEW YORK STATE BUILDING CODE WIND DESIGN DATA SNOW DESIGN DATA w (WIND DESIGN PER ASCE 7-10) (PER BUILDING CODE SECTION 1608) W W z W • BASIC WIND SPEED (Vas) = 135 MPH (WIND—BORNE DEBRIS REGION) • GROUND SNOW LOAD (Py) = 25 PSF • IMPORTANCE FACTOR (I.) = 1.00 • FLAT ROOF SNOW LOAD (Pf) = 20 PSF 00 • STRUCTURAL OCCUPANCY CATEGORY = II 0 SNOW EXPOSURE FACTOR (Ce) = 0.9 Z • EXPOSURE CATEGORY = B • SNOW IMPORTANCE FACTOR (Is) = 1.0 • INTERNAL PRESSURE COEFFICIENT GCO t 0.18 • SNOW THERMAL FACTOR (Ct) = 1.1 CD W • MWFS WIND PRESSURES (ASCE 7-10 WIND FORCES CHPT 28, PT 2 & CHPT 30, PT 2) bj 3.1 DESIGN LOAD: 33 PSF (WORST CASE — ZONE A) a • HORIZONTAL WIND PRESSURES (WALLS) (COMPONENTS & CLADDING) DESIGN LIVE LOADS EFFECTIVE WIND AREA = 10 SQ. FT. (ASSUMED) (PER BUILDING CODE SECTION 1607) INTERIOR WALL ZONE (ZONE 4): + 33 PSF / — 36 PSF Z EXTERIOR WALL ZONE (ZONE 5): + 33 PSF / — 44 PSF OCCUPANCY OR USE PSF • VERTICAL WIND PRESSURES (ROOF) (COMPONENTS & CLADDING) UN—INHABITABLE ATTICS WITHOUT STORAGE 10 w o EFFECTIVE WIND AREA = TO SQ. Fr. (ASSUMED) UN—INHABITABLE ATTICS WIT STORAGE 20 Ln INTERIOR.ROOF ZONE (ZONE 1): + 14 PSF / — 33 PSF HABITABLE ATTICS WITH SLEEPING AREAS 30 of Z o C RIN REROOOFOZONOEN(ZONOEN3)?) + 14 PSF % — 83 PSF 56 PSF ALL OTHER AREAS EXCEPT STAIRS 40 • OVERHANG WIND LOADING: STAIRS 60* DESIGN LOAD: 14 PSF (WORST CASE — ZONE CAH) ROOFS 20 EXTERIOR DECKS 60 VJ U W- p� * DOES NOT INCLUDE DRIFTING SNOW; m COORDINATE WITH SNOW DESIGN LOADS. U~ Z z d r �a O� �O U Z Q� �W =W U Z �U �Z N W W= Z O 1--W to O } W Y Y O Of oo ��OF N E!N Y ��P o�� PAU( W m If:D �Q m w IT IS A VIOLATION. OF NEW YORK STATE LAW FOR ANY PERSONS, UNLESS ACTING Z Z UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS -0 � Og619�6` DRAWING IN ANY WAY. ANY ENGINEER ALTERING THIS DRAWING SHALL AFFIX HIS O ��, _ AR�FESSI NP SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 3/2020 DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Pnaea xo. LONG ISLAND 0003.06220 KRONE MODULAR HOMES OUR LADY OF GOOD DESIGN °4'1°'Z°Z° _ 3 STRUCTURAL 14300 MAIN ROAD �nnsY S-0.3 GROUP 500 North Broadwa INFORMATION 711DAVIS ST. T:570-569-2199 y, Suite 163 MATTITUCK, NY 11952 APs°�' SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 LLwwWXSGengineers.com 79-102" FOUNDATION PLAN GENERAL NOTES SCALE: 1/8" = 1'-0" 4'-�" 3'-2$" - 72'-216" 1. TOP OF FINISHED FIRST FLOOR ELEVATION +27.0' (DATUM) UNLESS H.D. OTHERWISE NOTED. --- — — — — I------ — — — ._:... — — . :..—.... ....., — —. — .— , ...� 2. TYPICAL SLAB-ON-GRADE CONSTRUCTION: 4" THICK SLAB-ON-GRADE ----------- ------ WF71 --- --------- — — _--- I [fl c=3,000 PSI ® 28 DAYS NORMAL WEIGHT CONCRETE (150 PCF) 1 H_D. ^�° H.D. REINFORCED WITH 6641.41.4 INSTALLED 1/3 OF SLAB DEPTH BELOW TOP OF SLAB] ABOVE 15 MIL VAPOR BARRIER AND A MINIMUM 4" THICK S-3.6 I I POROUS ALL SUB-BASE COMPACTED PER THE GENERAL NOTES. VAPOR EGRESS WINDOW 1 I I BARRIER SPECIFICATIONS PER PROJECT SPECIFICATIONS. r , I I 3. CONSTRUCTION/CONTROL JOINT SPACING IN SLAB-ON-GRADE SHALL NOT " " COL. 10,-p1_" COL. 1 p'_ 1. COL. " COL. 13'_53" L J i 'I EXCEED 12'-O" IN ANY DIRECTIONS. LAYOUT SHOWN ON PLAN IS 11 -2 10-42 2 9-0 4 F30 1 DIAGRAMMATIC AND A FINAL JOINT LAYOUT PLAN SHALL BE COORDINATED 0 MASONRY PIER i I I i WITH THE ARCHITECT.1,80 -3 w 4 I I (M.P.); SEE PLAN _ 4. ATTACH DOUBLE PT 2x SILL PLATE TO TOP OF FOUNDATION WALL WITH =o " rT� rT� r -I rT� rT� NOTE #10 rte I I " n 1/2-0 ANCHOR BOLTS (MINIMUM 8 EMBEDMENT) SPACED AT 4'-0' APART. TI I START FIRST ANCHOR BOLT 1'-0" FROM EACH END OF FOUNDATION WALL 5. H.D. INDICATES SIMPSON STRONG-TIE STH014RJ HOLDOWN. CONTRACTOR L J L LJ J J SHALL COORDINATE WITH FOUNDATION PLAN AND MODULAR DRAWINGS FOR F40 F40 F40 F40 F40 F40 r�.o S-3:6 EXACT LOCATION AND ATTACHMENT REQUIREMENTS. zc HATCH INDICATES 4" 2 ��o� ,`p1 i w SLAB-ON-GRADE IS ^ I I 6. CONTROL SURFACE OR SUB-SURFACE WATER TO ALLOW FOUNDATION WORK 3 �,N I I CONSTRUCTION AT GARAGE �_6 r '� I I TO BE PERFORMED IN DRY UNDISTURBED CONDITIONS. w o i L o � _ — , L J v -IN-PLACE CONCRETE WALL 7. FOOTING. COORDINATE WffH SECTIONS FOR REINFORCEMENT. FS r WF...�. .... I WF-1 INDICATES 1'-4"xO'-8" THICK CAST F30 I Z o �,� " ,�� 8. FS INDICATES FOOTING STEP' COORDINATE WITH TYPICAL STEPPED FOOTING I I HATCH INDICATES 4 1 �' I` I DETAIL FOR CONSTRUCTION. o I t 1Elf H.D. _ SLAB-ON-GRADE S-3.6 I I I " " S-3.8 `D CONSTRUCTION AT PORCH WF-1 H.D. I i� H.D. I 9. ALL STEEL COLUMNS TO BE 3-1/2 SCH. 40 (4 O.D. PIPE; COORDINATE o - of FS L— — — — — — — — — WITH SECTIONS FOR CAP AND BASE PLATE REQUIREMENTS AND Zw II a -- — — --- -- --------- — —1 ——— —= ATTACHMENTS w J I H D FS3" 59II 10. M.P. INDICATES 16"x16" MASONRY PIER REINFORCED WITH 4) #4 VERTICAL H.D. ^I I I ' I o 4 BARS (1 EACH CORNER) AND #3 SMOOTH TIES SPACED VERTICALLY AT 8" 1 1A�! O.C. N I I }" FS NE I I I I " " " zZ I 1 1 .. 11.. F30 INDICATES 3-0 x3-0 x12 THICK CONCRETE FOOTING WITH (4) #4 o 3 7 I o I L J I BOTTOM BARS EACH WAY. o I I .. ..,.. : _ _ —— WF-1 —— 12. - - x12 THICK CONCRETE FOOTING WITH O # L J F40 INDICATES 4' 0"x4' 0" " 4 5 a a FS I � f, � BOTTOM BARS EACH WAY w I I 2 11 13. ALL FOOTINGS ARE CENTERED UNDER FOUNDATION WALLS AND COLUMNS �w S-3J UNLESS OTHERWISE NOTED. befamYO- r S 3 WF 1 — J I H.D. 14. SEE DRAWING S-0.0'THRU S-0.3 FOR GENERAL NOTES, SHORING AND o r BRACING REQUIREMENTS AND ADDRIONAL CONSTRUCTION CRITERIA. .... . . ._. ————— ——————_— 15. PIPE SLEEVES FOR UTILITIES ARE TO BE TWO PIPE SIZES LARGER THAN THE 1 1 1" PIPE SHOWN ON THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. Y HD 16'-3" -102 9'-112 12'-0" 35'-11" VERIFY AND COORDINATE WITH THE INDIVIDUAL TRADE CONTRACTOR AS �- y REQUIRED. COORDINATE WITH MECHANICAL, ELECTRICAL AND PLUMBING N PAU( s O,p DRAWINGS FOR REQUIRED LOCATIONS AND INVERT ELEVATIONS. .ro yG 16. COORDINATE ALL DIMENSIONS WITH THE MODULAR DRAWINGS. NOTIFY THE �a * ENGINEER OF ANY DISCREPANCIES. EQ GEOTECHNICAL NOTE: UTILITY NOTE:�jj IT IS A VIOLATION. OF NEW YORK STATE LAW FOR ANY PERSONS, UNLESS ACTING m w FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED SOIL BEARING FOUNDATION CONTRACTOR TO COORDINATE THE LOCATION OF UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS Z Z °o y�R c� CAPACITY OF 2,000 PSF. THE CONTRACTOR SHALL RETAIN THE SERVICES OF ALL UTILITIES ENTERING THE BUILDING WITH THE SITE DRAWING IN ANY WAY. ANY ENGINEER ALTERING THIS DRAWING SHALL AFFIX HIS OA 09619 �� A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT CONTRACTOR AND STEP FOOTINGS ACCORDINGLY. SEE TYPICAL SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE R�FESSI \4 3/2020 1 IS LOCATED TO VERIFY THE ASSUMED DESIGN SOIL BEARING CAPACITY. STEPPED FOOTING DETAIL FOR STEP REQUIREMENTS. DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROIECNO. LONG ISLAND 0003.06220 KEYSTONE MODULAR HOMES OUR LADY OF GOOD FOUNDATION °.'B°'2°2° STRUCTURAL 14300 MAIN ROAD 'MB S-1.O GROUP 500 North Broadway, Suite 163 PLAN 711DAVIS ST. T:570-569-2199 MATTITUCK, NY 11952 APSnR.. SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 scnu: www.KSGengineers.com 1/8"=1'-0" f 1/2^0 x 16^ LONG SMOOTH DOWEL AT 24^ O.C. WELDED WIRE FABRIC ROUGHENED JOINT; PAINT WITH WELDED WIRE FABRIC PAINT WITH CURING CD (IF REQ'D) SEE CURING COMPOUND BEFORE N o a (IF REQ'D) SEE COMPOUND BEFORE z a o FOUNDATION PLAN ADJACENT SLAB IS POURED z Q� z= FOUNDATION PLAN ADJACENT SLAB IS POURED C-)= Uz�� w 1/B^ _= O 2ts is tg 2ts = ¢o WELDE WIRE 2ts is s CD moa Uzi FABRI m w 5 m w =o oa SEE FOUNDATION � CUT ALTERNATE M cn cn a cn cn `' Z PLAN OR NOTES ril cl� de .- - • e.d..- Y. F X X X X a..X:-• c, X�_'X X cn En a X X X X X X X Fr d • ° d • d. • e • eN ° '- d •- ':de < ° � .•-.. /t ° tid�/�� d�. :° X aA�d.:'a _ --.° - X a z JuVuVu�\: dAm °j.�oU oV oV oV o UvV�JV 6 wo a .:a d - e JuV e oVuLJ o 14 z _ o 0 oU v J I I I I I I � o Z w III—III= i COAT OIC WR�P ONE _ I I 2X""- w - — END TO PREVENT BOND APOR BARRIER IF hM LAN FOR a 3 I `'A�,^� E ; BI-CONSTRUCTION VAPOR BARRIER (IF I—III III III— FOtYNDAT�F —III III RE I EMENTS REQ'D). SEE SEE FOUNDATION PLAN FOR E SEE FOUNDATION PLAN FOR FOUNDATION PLAN UNDERSLAB CONSTRUCTION FOUNDATION PLAN UNDERSLAB CONSTRUCTION Z REQUIREMENTS REQUIREMENTS w� I RAL NOTES: 3 TYPICAL CONSTRUCTION JOINT D ii i SAWCUT WITH JOINT FILLER 120 DAYS (MINIMUM) AFTER o m SCALE: N.T.S. CUTTING (SEE SPECS). coo Ln TYPICAL CONTRACTION JOINT DETAIL Q Ln z o FOUNDATION WALL o o N SCALE: N.T.S. 1/2° COMPRESSIBLE JOINT n z w FILLER AT PERIMETER OF W.W.F. REINFORCING =o o = SLAB (TYPICAL) (IF REQ'D) SEE PLAN. 4-Z'- L Imz 1'-0^ LAP MIN. Z 44 LLJ N -.d V oV�oV oV o 0 w U Z • I I I � � i I I I I I.I I I I 7 U 2'-0n VAPOR RETARDER Z SEE FOUNDATION NOTES 5_p^ Ws 10 -VAL-L Y L = LENGTH OF ROLL OF SHEET OF W.W.F. OF NEW En �� PAUL y0 GENERAL NOTES: m ��P o�� sy 9� 1. SEE FOUNDATION NOTES FOR SLAB CONSTRUCTION AND UNDERSLAB TYPICAL DETAIL FOR W.W.F. LAP IN FLOOR SLAB 0? * �� * CONSTRUCTION REQUIREMENTS. SCALE: N.T.S. �Q 2. COORDINATE WITH PLAN FOR FOUNDATION WALL DESIGN & REINFORCING. LU J J 2�� TYPICAL THICKENED SLAB EDGE DETAIL 4,0 09619"1 SCALE: N.T.S. ROPESSI NP 3/2020 CNNERN°. LONG ISLAND 0003.06220 MODULAR HOMES OUR LADY OF GOOD TYPICAL CONCRETE 04'1oizOZG KEYSTONE °""N a.. STRUCTURAL 14300 MAIN ROAD Anne S-3. GROUP 500 North Broadwa FOUNDATION DETAILS Broadway, Suite 163 [H[CNE°°'° 711 DAVIS ST. T:570.569-2199 MATTITUCK, NY 11952 APs SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753' mmKSGengineers.com I AS SHOWN � e WW PREMOLDED w iII ROUND ISOLATION JOINT 00 Z W VERTICAL 1/2" PREMOLDED W N BARS " ' a .• ' . EXTRA DIAMOND-SHAPED 0 TIES ISOLATION JOINT zW QW _ BOND BREAKER - 15# FELT OR 0 3" CURING COMPOUND — �- — CLR. (TYP.) TIES . • CONCRETE FILLED SONO-TUBE FROM TOP \ OF FOOTING TO 1/4" PREMOLDED UNDERSIDE OF SLAB I EXPANSION JOINT oN z <Elf • •.i;. INDICATES BASE PLATE OR PIER A- wu 11111=11111- =11111=11111 1110= ° o -11111= IIIII- ° oOa:• - - =11711 CONSTRUCTION OR m SEE FOOTING SCHEDULE `' :' •2°- MIN,• =0 FOR SIZE AND REINFORCING ,•' CONTRACTION JOINT - GENERAL NOTES: =` 1. CONTRACTOR HAS OPTION OF USING ROUND OR DIAMOND SHAPED ISOLATION JOINT. oz GENERALOWELSTE F REQUIRED) TO BE SAME SIZE AND • 2. USE HALF-CIRCLE OR HALF-DIAMOND AT EXTERIOR WALLS. a� SPACING AS VERTICAL BARS (PROVIDE TENSION LAP). 3. PROTECT FROM STORM WATER BEFORE FILLING. �W �W w TYPICAL PIER AND FOOTING DETAIL TYPICAL COLUMN BASE ON FOOTING TYPICAL COLUMN ISOLATION JOINT W o SCALE: N.T.S. SCALE: N.T.S. SCALE N.T.S. �W cn O WY Y o O 13 •��OF NE >_ W Y N �,`Q,o�.l PAUL SyO,p� W m of NcD * <a �a J QQ m w o C5 2� o �;n 100 096191 �Ci= V R�FESSI \A 3/2020 PRWE NO. ^TRUCTURAL LONG ISLAND 0003.06220 MODULAR HOMES OUR LADY OF GOOD TYPICAL CONCRETE 04'10/2020 wu 14300 MAIN ROAD '"'B S-3.1 500 North Broadway, Suite 163 FOUNDATION DETAILS 711 DAVIS ST. T:570-569-2199 MATTITUCK, NY 11952 APS SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 sut: www.KSGengineers.com AS SHOW N r W WW a ' .44 , ^ C ' ° ea a z 48xBAR0 „ 4 np (2)„X_ MINIMUM C4 48x0BAR ol oo 120 MIN. (P'P•) CORNERS N 0 MATCH TSIIDDE e o ;•, I OR 24 MIN. HORIZONTAL BARS zW01 1d ADDITIONAL BENT BARS - AT STEP SAME SIZE & DOWELS TO MATCH 48x0BAR Q - ” ° f'. a• ' _u SPACING AS FOOTING MAIN WALL BARS OR o < REINFORCING QZ 24° MIN. ME 45 a m Z 3 a L C3 PIER oo s1- �� N z Lf) • . FOOTINGm a . °: ' REINFORCING p • - a� [n.0 d. Q♦ zD _ GENERAL NOTES: 1. WALL SHAPES AS SHOWN ARE FOR BAR PLACEMENT ONLY. EXACT WALL SHAPES AS SHOWN MAY o NOT APPEAR ON PROJECT. w 2. REFER TO ACI-318 FOR CONCRETE COVER REQUIREMENTS. — m 3. REFER TO WALL SCHEDULE OR SECTIONS R REINFORCING. Zcl:zTYPICAL STEPPED FOOTING DETAIL 4. °48x0 BAR OR 24° MIN." INDICATES THE MINIMUM REQUIRED LAP LENGTH (WHICHEVER IS GREATER). } �a &Z SCALE' N.T.S. TYPICAL WALL INTERSECTION SCHEMATIC of Z SCALE: N.T.S. D�Z �W W W= Z� 0 cn o r W Y Y o O 13 0 0 ��01F NIS N N �P Pau SyO,p� Of cD W m �Q J J J Q Q o� ZN o FQ 096197 AR�FESS1 NP 3/2020 P=EUNo. 0003.06220 ^TRMUCTURAL LONG ISLAND OUR LADY OF G00D 04,10;2020 MODU LAR HOMES 14300 MAIN ROAD TYPICAL CONCRETE imG 500 North Broadway, Suite 163 TUCK NY 11952 FOUNDATION DETAILS APs S-3.2 cnPcePo ar: 711 DAVIS ST. T:570-569-2199 MATTI SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753. www.KSGengineers.com AS SHOWN �f SEE PLAN FOR DIMENSIONS NO UTILITIES PERMITTED Z TO PENETRATE PIER w z �w 0 N~ Uj 00 1/2°x1/2° JOINT w/ FIRST PLACEMENT I I w COLUMN PIER SEALANT (EACH FACE) I I -`�'-:R: (NP) wJ Z o HORIz. 3° I I 10 I I I z w REINF. I I N I I Z a I I O :� UTILITY I I o I I LINE I I Z ROUGHENED JOINT N WITH PVC CUT ALTERNATE HORIZ. BARS WATERSTOP zo BOTH FACES OF JOINT FOR ° III- z w o #5 OR SMALLER BARS. (DO • o Z o NOT CUT LARGER SIZE BARS) 1 a o COL. FOOTING Z � Z NOTES: SEE NOTE 1 MIN. 1 a 1. JOINT LOCATIONS AND DETAILS TO BE APPROVED BY STRUCTURAL 6" MIN. III IIIA FILL EXCAVATION w/CONCRETE (SAME PROPERTIES ENGINEER. AS USED FOR FOUNDATION POURS). w 2. PRIOR TO SECOND PLACEMENT OF WALL AT CONSTRUCTION JOINTS, m GENERAL NOTES: ABRASIVE BLAST OR CHIP FIRSTPLACEMENT FACE OF JOINT TO REMOVE 1. NO UTILITIES SHALL BE PERMITTED BELOW COLUMN FOOTING. SHOULD UTILITIES NEED TO BE LOCATED IN Z LAffANCE, HONEY COMBING, ETC. CLEAN WITH WATER AND STIFF BRUSH THE VICINITY OF COLUMN FOOTING, THE FOOTING SHALL BE LOWERED IN ELEVATION (SEE TYPICAL STEPPED o AND MAKE SECOND PLACEMENT WHEN CONCRETE IS DAMP. FOOTING DETAIL). IF LOWERING OF FOOTING IS NOT POSSIBLE, CONSULT A/E FOR FURTHER DIRECTION. PLAN DETAIL VERTICAL 2. COORDINATE WITH PLANS AND SECTIONS FOR REQUIRED WALL, FOOTING AND PIER CONSTRUCTION. ~w CONSTRUCTION JOINT IN CONCRETE WALL TYPICAL DETAIL - UTILITY LINE BELOW WALL FOOTING U Z DO �Z w SCALE: N.T.S. SCALE: N.T.S. w= Z� 0- mo wEnO W Y Y 0 O I � mo ��OF NEwy m PAU( s 0 W J O m W �d C� t _D O Z �Q J J LU O 096191 v Ropes S► NP 3/2020 PROIEMO. LONG ISLAND 0003.06220 KEYSTONE MODULAR HOMES OUR LADY OF GOOD TYPICAL CONCRETE 04' 2°z° DRAWNRY: S 3.3 STRUCTURAL 14300 MAIN ROAD �nnB GROUP 500 North Broadway, Suite 163 MATTITUCK, NY 11952 FOUNDATION DETAILS MfSD� 711 DAVIS ST. T:570-569-2199 SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 scnE: www.KSGengineers.com AS SHOWN TOP OF (2)#5x48^ AT CENTER W WALL OF WALL AT CORNERS ON DIAGONAL. W z �W �W _ "z TYPICAL OPENING [WIDTH] I ^H^ Z 5 CD PROVIDE #5 TRIM BARS AROUND W o o a STANDARD 90' z w o w��`' I ^ SLEEVE OPENING, EA DRAWINGS NGS M.E.P. HOOK IF H FACE Q_ (,W IS LESS THAN �� — _ - - — — — — — — — — — — 40xBAR� Q W J H Q H I 'D z F— _ _ _ NOT�-1 W� o o = i i I END OF o WALL c' Izo Q� z PROVIDE DOWELS _ I I, _ INTO FOOTING J FOR BARS AT cl SIDE OF OPENINGSCHEDULE 40 STEEL PIPE o TOP OF FOOTING ADDITIONAL BARS TO PROVIDE EQUIVALENT FOR ^V^<48xBARO SLEEVE. INSIDE DIAMETER AS (SEE PLAN) STEEL AREA OF BARS OMITTED BY SHOWN ON M.E.P. DRAWINGS m OPENING. (4-SIDES OF OPENING) U U GENERAL NOTES: GENERAL NOTES: Z Z < 1. HOOK ALL BARS INTERRUPTED BY OPENING (TYPICAL) ALL SIDES. 1. THIS DETAIL APPLIES TO INDIVIDUAL PIPE SLEEVE LOCATIONS ONLY. &12 2. MINIMUM DIMENSION ^V^=6^ 2. WHEN SLEEVES ARE LESS THAN (3) SLEEVE DIAMETERS APART 3. REGULAR WALL REINFORCING NOT SHOWN FOR CLARITY. REFER TO AND/OR (2) OR MORE SLEEVES ARE LINED UP, SPECIAL w SECTIONS AND WALL SCHEDULES FOR SIZE AND SPACING. REINFORCING MAY BE REQUIRED. U Z �C7 �w TYPICAL FOUNDATION WALL OPENING DETAIL W W= z� SCALE: N.T.S. mo W Y Y K of� ��OF NE wY � PAvt w m �5 cD �a LU oC5 2k E FO A096191 _ v� R�FESS1 �P3/2020 RME.N°. ^TRUCTURAL LONG ISLAND 0TE—M: 220 MODULAR HOMES OUR LADY OF GOOD TYPICAL CONCRETE 0M61; °z° °MWN BY: r ^ . /'14300 MAIN ROAD '"'B J J! (,�,500 North Broadway, FOUNDATION DETAILS CH KED 711DAVIS ST. T:570-569-2199 Suite 163 MATTITUCK, NY 11952 APS SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 sEntF: WWW.KSGengineers:com AS SHOWN COMPRESSION DEVELOPMENT LENGTHS TENSION DEVELOPMENT AND TENSION DEVELOPMENT AND AND COMPRESSION LAP SPLICES LAP SPLICE LENGTH (BEAMS AND COLUMNS) LAP SPLICE LENGTH (WALLS AND SLABS) BAR DOWEL MINIMUM LAP LENGTH CONCRETE STRENGTH f'c = 4,000 PSI STANDARD 90' HOOK CONCRETE STRENGTH f'c = 4,000 PSI SIZE EMBEDMENT STANDARD LAP w COLUMN SPIRALS BAR LAP TOP BARS OTHER BARS LEG BAR LAP CONCRETE COVER CONCRETE COVER CONCRETE COVER CONCRETE COVER # 3 9" 12" 12" SIZE CLASS CASE 1 CASE 2 CASE 1 CASE 2 EMBEDMENT LENGTH = 0.75" = 1.00" = 1.50" = 2.00" SIZE CLASS # 4 11° 15° 12" A 19" 28" 15" 22" TOP OTHER TOP OTHER TOP OTHER TOP OTHER A w # 5 14° 19° 14" # 3 B 24' 36° 19° 28" 6" 6" 3 A 12" 12" 12" 12" 12" 12" 12" 12" =Z # B 15" 12" 15" 12" 15" 12" 15" 12" w z # 6 17' 23" 17" A 25" 37" 19" 29" 7" 8" A 19" 15" 15" 12" 15" 12" 15" 12" # 7 19' 27" 20" # 4 B 32" 48" 25' 37° # 4 B 24" 19" 20" 15" 20" 15" 20" 15" o # 8 22" 30" 23" A 31" 47" 24' 36" w9 10" A 28" 21" 22" 17" 19" 15" 19" 15" o # 9 25" 34" 25" # 5 B 40" 60" 31" 47" # 5 B 36" 28" 29 22" 24" 19" 24 19" #10 28" 38" 29" # 6 A 37" 56" 29" 43' 10" 12" A 37" 29" 31" 24" 22" 17" 22" 17" 3 #11 31" 43" 32" B 48' 72" 37' 56° # 6 g 48" 37" 40" 31" 29" 22" 29" 22" Q= SCHEDULE GENERAL NOTES: # 7 A 54" 81" 42' 63' 12" 14" A 60" 46" 50" 38" 37" 28" 33" 25" 1. TABLE SHALL BE USED FOR UNCOATED REINFORCING BAR ONLY. B 70' 106" 54" 81" Z 2. FOLLOW THIS SCHEDULE FOR ALL COMPRESSION DEVELOPMENT LENGTHS OF n n n n # 7 B 78" 60" 64" 50" 48" 37" 42" 33" COMPRESSION LAP SPLICES UNLESS DIRECTED OTHERWISE IN SECTION. A 62 93 48 71 14" 16" A 74" 57" 62 48" 47" 36" 37" 29" 3 0 # 8 B 80" 121" 62" 93' # 8 z o B 96" 74" 80' 62' 60" 1 47" 48" 37" A 70' 105' 54' 81" V)o 15" 19" A 90" 69" 76" 58" 57" 44" 46" 36" gE o # 9 B 91' 136° 70" 105" # g B 117" 90" 98" 76" 74" 57" 60" 46" A 79" 118" 61" 91° 17" 22" A 108" 83" 92" 70" 70" 54" 57" 44" # 10 o a B 102" 153° 79° 118° # 10 B 140" 108" 119" 92" 91" 70" 74" 57" A 87" 131" 67" 101" # 11 19" 24" A 127" 98" 108" 83 84" 64" 68" 53" Z B 113' 170° 87" 131° # 11 B 165" 127" 141" 108" 109" 84" 89" 68" SCHEDULE GENERAL NOTES: x Z 1. TABLE SHALL BE USED FOR UNCOATED REINFORCING BAR ONLY. SCHEDULE GENERAL NOTES: 2. ALL LENGTHS SHOWN IN THE SCHEDULE ARE IN INCHES. 1. TABLE SHALL BE USED FOR UNCOATED REINFORCING BAR ONLY. 3. USE LAP CLASS "B" UNLESS CLASS "A" IS SPECIFIED FOR PARTICULAR SITUATIONS 2. ALL LENGTHS SHOWN IN THE SCHEDULE ARE IN INCHES. z ELSEWHERE ON DRAWINGS. w3. USE LAP CLASS "B" UNLESS CLASS "A" IS SPECIFIED FOR PARTICULAR w 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE SITUATIONS ELSEWHERE ON DRAWINGS. o COVER BELOW THE BAR CAST AT THE SAME TIME AS THE CONCRETE DIRECTLY 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE }o SURROUNDING THE BAR. COVER BELOW THE BAR CAST AT THE SAME TIME AS THE CONCRETE DIRECTLY Y o 5. CASE 1 AND 2 ARE DEFINED AS THE FOLLOWING: SURROUNDING THE BAR. OF NES/ 5.1 BEAMS AND COLUMNS: •�� Y 5.1.1 CASE 1: CONCRETE COVER AT LEAST 1.0 x MBAR AND C—C PAUt O w ms SPACING AT LEAST 2.0 X ¢BAR. CO 5.1.2 CASE 2: CONCRETE COVER LESS THAN 1.0 x MBAR OR C-C SPACING LESS THAN 2.0 x MBAR. C) 5.2 ALL OTHERS: rn w 5.2.1 CASE 1: CONCRETE COVER AT LEAST 1.0 X OBAR AND C—C SPACING LESS THAN 3.0 x OBAR o 610 09619 � 5.2.2 CASE 2: CONCRETE COVER LESS THAN 1.0 x OBAR OR C—C AR�FES 9 NPS SPACING LESS THAN 3.0 x OBAR 3/2020 PRMECND. ^TRUCTURAL LONG ISLAND 0003.06220 MODULAR HOMES OUR LADY OF GOOD R E BAR LAP MMM"2°2° DRAWNBY:14300 MAIN ROAD SMB S- .5 500 North Broadway, Suite 163 MATTITUCK, NY 11952 SPLICE TABLES APs W. 711 DAVIS ST. T:570-569-2199 SCRANTON,PA 18505 F:570-569-2198 Jericho, N Y 11753 �,U. www.KSGengineers.com AS SHOWN CONTINUOUS z CONTINUOUS LVL z PERIMETER BAND 2x10 FLOOR PERIMETER BAND 2x10 FLOOR T/FINISHED FLOOR JOISTS o JOISTS o C) TFINISHED FLOOR 8 zREF. ELEVATION �(27.0) o _ REF. ELEVATION w T/WALL = (27.0') ww Z REF. ELEVATION FINISHED GRADE w = (25.92') r Z T/GRADE ,/ / / / DOUBLE 2x PRESSURE " " " // // // // 3/8 x6 x8 CAP PLATE 0 o REF. ELEVATION \\\\\\\\\ TREATED SILL PLATE w/ (4) 1/2"0 LAGS W _ (25.5') / / / /// w/ SILL SEAL m U)Wz _0 1 /2"0 ASTM F1554, FY=36 CONTINUOUS #4 KSI HD GALV. ANCHOR BOLTS CONT TOP BAR WHIN 1 4 w/ 304/16 HD GALV PLATE WITHINa= FROM TOP OF WALL WASHERS ® 4-0" O.C. (8 LlZD a MIN. EMBED) LlZDO Wo a o CONTINUOUS #4 BARS AT THIRD POINTS IN WALL 6 VERTICAL BARS AT 35" O.C. STEEL PIPE COLUMN; CONTRACTOR OPTION TO PROVIDE Elf SEE PLAN FOR SIZE 0 5 VERTICAL BARS AT 25" O.C. .OR Z ° 4 VERTICAL BARS AT 16" O.C.) AND LOCATION 1/2"&x8" BASEPLATE w/ (4) 1/2" PREMOLDED Cl 8" CAST-IN-PLACE 1/2" PREMOLDED 1/2"0 EXPANSION ANCHORS JOINT (TYPICAL) o a CONCRETE FOUNDATION JOINT (TYPICAL) (MIN. 2" EMBED). PROVIDE 1" WALL EDGE DISTANCE FROM CENTER SLAB-ON-GRADE; SEE SLAB-ON-GRADE; SEE OF BOLT TO EDGE OF PLATE PLAN FOR SIZE AND PLAN FOR SIZE AND REINFORCEMENT '0 REINFORCEMENT T/SLAB T/SLAB Z T/FOOTING ,< REF. ELEVATION T/FOOTING —x x. x REF. ELEVATION REF. ELEVATION W ~ ° = (18.00') REF. ELEVATION a = (18.00') _ (17.67) "' Z \ _ (17.67,) w= #4 TRANSVERSE (2) CONTINUOUS BARS AT 35 O.C. SEE NOTES #4 BARS W W uj Y `" Z SEE NOTES BOTTOM BARS, EACH WAY; o SEE PLAN AND NOTES >_ of NEPAUwy w m syG,A� 1 2 * a <o * �.6SCALE: 1/2" = 1'-O" S-3.6 SCALE: 1/2" = 1'-0" CD �z a <a m oC52 o (p O 09619 v R�FES SI �P 3/2020 RRDIERNO. K� LONG ISLAND DAnMM.6220 KEYSTONE MODULAR HOMES OUR LADY O F GOOD FOUNDATION °4'i°'Z°Z° _ 6 STRUCTURAL 14300 MAIN ROAD �nnB� S 3. GROUP 500 North Broadway, Suite 163 SECTIONS [NE[EDW; 711DAVIS ST. T:570-569-2199 MATTITUCK, NY 11952 APs SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 www.KSGengineers.com AS SHOWN 1/2"0 ASTM F1554, Fy=36 KSI HD GALV. ANCHOR BOLTS w� 3x3x5/16 HD GAI-V PLATE T/FINISHED FLOOR WASHERS @ 4'-0 O.C. (8 'MIN. EMBED) T/FINISHED FLOOR REF. ELEVATION 2x PRESSURE TREATED SILL PLATE w/ REF. ELEVATION SLOPE SLAB = (27.0') SILL SEAL ON 8" HIGH CURB = (27.0') GARAGE OPENING w T CURB FINISHED GRADE SLAB-ON-GRADE; SEE PLAN T CURB FINISHED GRADE SLAB-ON-GRADE; SEE Z REF..ELEVATION FOR SIZE AND REINFORCEMENT REF. ELEVATION PLAN FOR SIZE AND = 26.17' g . = 26.17' REINFORCEMENT T/GARAGE SLAB V T/GARAGE SLAB 00 T/GRADE / / / / ��: ' REF. ELEVATION T/GRADE .// // // // . a a " REF. ELEVATION Z w \//\//\//\// = 25.5' REF. ELEVATION = 25.5' z REF. ELEVATION \/\\/\\/\\/ " \ = 25.5' = 25.5 W CONTINUOUS #4 // 1/2 PREMOLDED /•\ \//,\;, TOP BAR WITHIN 12 \/\\ ,JOINT TYPICAL \ \ \�#4 BARS AT 48 O.C. /\/\ (TYPICAL) CONTINUOUS #4 BARS \/ \/ \//�� FROM TOP OF WALL / / '/ '/ '/ 'i " / / / \/\/\/\/\/\ WITHIN 12 FROM TOP AND 8 CAST-IN-PLACE CONCRETE ER //\\//\\//\\/�\\//\\� BOTTOM OF WALL / / FOUNDATION WALL 8" CAST-IN-PLACE CONCRETE FOUNDATION T FOOTING w o WALL #4 BARS AT 48" O.C. REF. ELEVATION w a. 22.17 o o CONTINUOUS #4 BOTTOM = N z o BAR WITHIN12" FROM # 4 BARS �2) CONTINUOUS o BOTTOM OF WALL 4 TRANSVERSE SEE NOTES BARS AT 35 O.C. T/FOOTING N VARIES; SEE w PLAN, STEP N „ W TO FROST #4 TRANSVERSE 4 BARSINUOUS Z z BARS Al 35 O.C. SEE NOTES �r �a O 0� U Z J Q Q� �W H W Uz 2FOUNDATION WALL SECTION AT GARAG U SCALE: 1/2" = 1'-0" S-3.7 SCALE: 1/2" = 1'-O" Z 0 w W cn O W Y Y 0 O I � 00 OF NEW Y N ��Q'00 PAUL O,p� W D * �a �o �a m Of N % 096197 P'ssl NP 3/2020 PRWE=NO. 0003.06220 LONG ISLAND OUR LADY OF GOOD 04%10/2020 ST STRUCTURAL MODULAR HOMES 14300 MAIN ROAD FOUNDATION JMB�": GROUP 500 North Broadway, Suite 163 SECTIONS CHF E"6Y: —3'7 711DAVIS ST. T:570-569-2199 Y, MATTITUCK, NY 11952 APS SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 LAS AS SHOWN i�. SLAB-ON-GRADE; SEE— VA— PLAN FOR SIZE AND PERIMETER BAND REINFORCEMENT 2x10 FLOOR -o T/FINISHED FLOOR JOISTS REF. ELEVATION o _ (27.0') U W W T/WALL =Z z REF. ELEVATION W = (25.92') N~ T SLAB x x x 0 0 / DOUBLE 2x PRESSURE Ul REFELEVATION TREATED SILL PLATE Z2-' . ' w/ SILL SEAL O = (25 ) .5 //\//\//\//\// OZ /\\ \\ \\/\\/ / \-1/2-0 ASTM F1554, Fy=36 / / KSI HD GALV. ANCHOR BOLTS w CONTINUOUS \\ a w/ 3x3x5/16 HD GALV PLATE TOP BAR WITHIN 12 /�� WASHERS ® 4A-0„ O.C. (8 FROM TOP OF WALL\/\\/ a MIN. EMBED) Wo a o CONTINUOUS #4 BARS AT -o THIRD POINTS IN WALL 6 VERTICAL BARS AT 35” O.C. CONTRACTOR OPTION TO PROVIDE V)00 5 VERTICAL BARS AT 25" O.C. OR U 0 4 VERTICAL BARS AT 16" O.C.) 3In¢� d 00 8" CAST-IN-PLACE 1/2" PREMOLDED fn U CONCRETE FOUNDATION JOINT (TYPICAL) J WALL a SLAB-ON-GRADE; SEE PLAN FOR SIZE AND z o REINFORCEMENT r ¢ T/SLAB a7 CD zoT/FOOTING REF. ELEVATION a¢ REF. ELEVATION 4, w ° _ (18.00') of w = (17.67') Cn z 0�Z W #4 TRANSVERSESEE NOTES o (2) CONTINUOUS Z~ BARS AT 35" O.C. #4 BARS W Ln U LINe FOUNDATION WALL SECTION AT GARAGEISMEMENT Yaf 0 3tOf NEW 1 PAU y0 S-3.8 SCALE: 1/2" = 1'-0" m W SyG,p� oa Z "z m w o 0 z 2No 096191 ��C? v 9�FESS1 �P3/2020 PRMEUNo. LONGISLAND 0003.06220 KEYSTONE MODULAR HOMES OUR LADY O F GOOD FOUNDATION 04'i°'2°2° STRUCTURAL 14300 MAIN ROAD JMBBY S-3.8 GROUP 500 North Broadway, Suite 163 SECTIONS CNEIXED 711DAVIS ST. T:570-569-2199 MATTITUCK, NY 11952 APS SCRANTON,PA 18505 F:570-569-2198 Jericho, NY 11753 sra�: www.KSGengineers.com 1/2" 2'-0" All required energy testing required by Chapter 11 of the 2015 IRC and 2015 IECC shall be done by Nu-Tech MODULAR -STEEL SYSTEMS INC . Services,Inc.881 Warrior Run Blvd.Turbotville,PA. 11 EDWARDS DRIVE, BLOOMSBURG, PA 17815 570sedinacc. danceEnergy ithcodode stingpe.Allon-simed on-sitee & Q passed in accordance with codes listed.All on-site cn Inspections by the energy testing agency and the TEL. (570) 520-4062 WWW.STEELMODULARSYSTEMS.COM attachment of the NY insignias by PFS Corporation at the >O factory must be done prior to the issuance of the local use GENERAL NOTES: &occupancy permit.This information will be noted on the a APPLICABLE STATE BUILDING CODES: data plate. 1. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE ¢ OR ABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM BUILDING ENVELOPE TIGHTNESS VERIFIED VIA VISUAL � 2020 New York State Uniform Fire Prevention and Building Code OF 4%NATURAL VENTILATION IS PROVIDED. INSPECTION DURING INSULATION INSTALLATION. 2. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND ON-SITE BLOWER DOOR TEST ALSO REQUIRED. o (which incorporates by reference) INSTALLED ON SITE BY BUILDER. Lu 2020 Residential Code of New York State3. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS �� PFS Corporation W 2020 Energy Conservation Code of New York State FACTORY FURNISHED BUT FIELD'INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER DWG.# SHEET NAME DATE REVISION Cn 2017 National Electrical Code AND FIELD INSTALLEDDATE Approval Limited to Factory-Built Portion Only w . 1 COVER PAGE State: New York 1 4. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT 6/17/2020 i }t. \'�/ 2 FOUNDATION 6/17/2020 Signature: � . (( _ �� MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF ® v THE STRUCTURE.ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIREBLOCKED PER CODE 3 1st FLOOR PLAN 6/17/2020 4 Title: Staff Plan Reviewer DDD. REQUIREMENTS(RC of NY SECTION R602.8.1) 3a 1st FLOOR SHEAR WALLS 6/17/2020 Date: 07/14/2020 5. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH 3b ATTIC/ROOF PLAN 6/17/2020 JUL 2 0 2020 SUCH OPENINGS FIREBLOCKED. 4 DOOR&WINDOW SCHEDULE 6/17/2020 6. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. 5 FRONT AND REAR ELEVATION 6/17/2020 LUN # rn 7. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"*"ARE BUILDER/CONTRACTORS RESPONSIBILITY. ¢ C2 co 5a LEFT SIDE ELEVATION 6/17/202D o w Amo r - 8. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. �'' rnN J 1 � b%=� 5b RIGHT SIDE ELEVATION 6/17/2020 �� c - 9. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING Oro. Ooa e.r- P O 6 1ST FLOOR ELECTRICAL PLAN 6/17/2020 coo of ofNo OF LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE 7 HEATING PLAN 6/17/2020 USE GROUP: ONE FAMILY A SILL HEIGHT OF NOT MORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.AND J g CONSTRUCTION CLASSIFICATION:WOOD FRAME NET CLEAR OPENING OF 20"X24". 8 1 ELEC&PLUMB NOTES 6/17/2020 DESIGN CRITERIA FOR WIND AND SEISMIC: 10. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED 9 PLUMBING SCHEMATIC 6/17/2020 0 W ti DWELLING IS DESIGNED IN ACCORDANCE ON EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH 9a PLUMBING PLAN 6/17/2020 r BEDROOMAND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY'THAT ACTIVATION OF ONE o¢ o 0 WFCM 2018 PRESCRIPTIVE WIND DESIGN REQUIREMENTS 10 SECTION A 6/17/2020ZZ WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE Z CD 4 WIND SPEED V(ult)130 MPH INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 10a SECTION B 6117/2020 aJ¢ o Z Y EXPOSURE B®C❑ MANUFACTURER.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR 10b SECTION C 6/17/2020 z CA66 Q M ASSUMED SEISMIC SITE CLASSIFICATION='D' 11. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT 11 FASTENING SCHEDULE 6/17/2020 w SEISMIC DESIGN CATEGORY='B' PASS THROUGH. SITE PLAN z W Oow TOTAL BUILDING AREA=2867 SF 2. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR C_ a J`n DESIGN LOADS: ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS COUNTY-SUFFOLK > ,r,n, = 6i z IN DOORS AND ENCLOSURES FOR HOT TUBS',WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A ¢ o w LIVE LOADSo a BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS a ROOF-GROUND SNOW LOAD 25 PSF Q o NON SLEEPING AREA-40 PSF THAN 60' ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WARNING:IT IS A VIOLATION OF THE NYS EDUCATION 0O ¢ SLEEPING AREA-30 PSF WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN CLOSED POSITION AND WHOSE LAW ARTICLE 145 FOR ANY PERSON,UNLESS HE IS BOTTOM EDGE IS LESS THAN 60'ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED ACTING UNDER THE DIRECTION OF A LICENSED EXTERIOR BALCONIES-60 PSF ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY. Ov STAIRS-40 PSF* a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. vi ATTIC -10 PSF FOR ROOF WITHOUT STORAGE* b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. TRUSS TYPE,PRE-ENGINEERED WOOD&TIMBER CONSTRUCTION IN 20 PSF FOR ROOF WITH LIMITED STORAGE* c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. Upon application for a building pemm with the local government having jurisdiction,include on the permit c j �W 30 PSF FOR ATTICS SERVED BY FIXED STAIRS " application that truss type,preengineered wood or timber construction is being ubl¢ed,and that the property d.ONE OR MORE WALKING SERFACE WITHIN 36 HORIZONTALY OF GLAZING. g v tion z ¢>_ *FOOTNOTE b, AND h TABLE R301.5 " owner or the property owners representative shall.complete a form prescribed by the State Fire Prevention �� 9, SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAYS,LANDINGS OR RAMPS WITHIN 36 and Building Code Council designating the structure as truss type,pre-engineered wood ortimberconstruction Uj Flood hazard, Flood Insurance Rate Maps(FIRM) HORIZONTALLY OF AWALKING SURFACE WHEN THE EXPOSED SURFACE OF GLASS IS LESS THAN 60" and file such form with the application for a building permit The sign or symbol is to be affixed to the exterior Community Number 360813,last revised Sept 25,2009." ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. SAFETY GLAZING ADJACENT TO STAIRWAYS electric box,deny,of a residential building that ubl•¢es truss type,pre-engineered wood andlortonber W DEAD LOADS WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD IN ANY DIRECTION WHEN EXPOSED GLASS SURFACE construction. N U) u�in ACTUAL LOADS NOT TO EXCEED IS LESS THAN:60"ABOVE THE NOSE OF THE TREAD. THIRD PARTY INSPECTION AGENCY m c j O M LLj 15 PSF FOR ROOF CEILING 13. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) PFS CORPORATION Z o w (� 10 PSF FOR FLOOR IF USED SHALL BE IN COMPLIANCE WITH STATE CODE 1115 OLD BERWICK ROAD, co w m Q 14. MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE ROOM A MIN. BLOOMSBURG,PA 17815 0 � LU OF 120 SQ.FT. co BUILDING IS IN CLIMATE ZONE 4 15. ALL HABITABLE ROOMS SHALL$E PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% DESIGN PROFESSIONAL Of o� OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4% OF THE ANTHONY P.TRU TU,P.E. Cl) j KEYSTONE STRUCTURAL GROUP,INC. OF NS W � o N FLOOR AREA VENTILATED. .��G Y =� O 711 DAVIS STREET PAU O 16. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR Q' 't L O v 0 ATTENTION LOCAL INSPECTIONS DEPARTMENT: SCRANTON,PA 18505 '� � S 'Q The followin Items have not been completed b the Modular Home SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED CO Z� tiG '� o N 9 P y FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24"SHALL LOCATION OF LABELS: * < * w U") Manufacturer,have not been inspected by 3rd Parry Agency and are BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. r o w c not certified by state modular label.Code compliance must beSDATA PLATE-(1)PER DWELLING UNIT AS v determined at the local level. 17.WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF'NOT GREATER THAN 200. INDICATED ON PLAN m v 1 Foundation,Porches,decks and steps HVAC systems Plumbing 18. THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF SECTION M1507 ❑ 3rd PARTYLABEL-(1)IN EACH MODULE AS 2 Z w ZZ0 and Electrical connections at site Any items marked on included OF THIS CODE OR THE INTERNTIONAL MECHANICAL CODE,AS APPLICABLE,OR WITH OTHER APPROVED INDICATED ON PLAN (P �� c%, �" ".*. MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY Q STATE LABEL-(1)PER DWELLING UNIT AS O 0961 g1 � drawings as"BY BUILDER"or with the or symbols DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. N1103.6.1 R403.6.1 �O �, DATE !DW�G ( )( ) INDICATED ON PLAN 9�FE,SS1 NP 9/2020 6117120 _ a 3-2X6 STUD CORNER 3-2X6 STUD CORNER F'- J TTACH TO HOUSE CORNER Q WITH 38-164 SINKER NAILS TO COVER STRAP P SHEAR WALL O (GABLE END) ATTACH SIMPSDN STH014 RJ w TO HOUSE COINER Q„ WITH 38-16d SINKER NAILS PERIMETER BEAM ALLOWABLELOAGWITH EDGE DISTANCE O....1 12' SWP60N GTHDI4RJ ANO 2500 PSI CONC IS 2795 LBS. IMBED IN CONCRETE SUflSON STH014RJ O FOLLOW INSTALLATION BILL IMBED IN CONCRETE 0 STRAP REQUIREMENTS FOLLOW INSTALLATION LL UNDATION WALL STRAP REQUIREMENTS Q FRIXNT VIEW SIDEWEW W SIMPSON STHD10RJ HOLDDOWN INSTALLATION DETAIL �� d4PPR®VED w SUGGESTED FOR USE WITH POURED WALLS DATE 714/20 cn 79-1012 ATTACH TO FOUNDATION ATTACH TO FOUNDAMON LB • FS CO RPO"TION 112' HOtDDOWNCAPACITY2353LB ATTACH TO FOUNDATION B-0314' HOLODOWN CAPACITY 2224 LB 1 S-9 3W' RE66 ZZ7Bloomsburg, PA o LU N 0 Qco p F' 1?ANCHOR BOLTS TO START 1'4P Q M —U)N FROM EACH ED OF FOUNDATION I 0 ® AND SPACED SO ASNOTTo = ON o INTERFERE WITH FLOOR FRAMING m -E O o C m Q a P2 J ---d l.I..I aOONI-PO -A MLOA1A463815 POINT LOADF:6148 III ® �-T� p, 10'4' 101-0 In, 10'-0 1/2' B'-0� 13'-5' o Q!- 0Q r } LL 0Z FT-17 c J0� OXY 0 0 ¢ - DOO OQn U' E �E 2 U UNIFORM LOAD=1549 PLF 27'-G UNIFORM LOAD=1448 FLIP 47$3W' m o Z Z CD M< o & O SOW Oztm J LID )yj F o y QC Cn TO tS(T�FLA 50 ACDC SMOKE—DRS > LU c Z Z P R E B Yl INBASEMENT BYBUILDERI D W V O LLI m \l o °' s Q m Q 11- 08 jj OR = E20 O �S CO �POINT LOAD�M 1b - W 431 15'4 12' 23'4' } ATTACH TO APACIT TION HOLWOWN CAPALTO'7031B ATTACH TO FOIR10.4TION ATTACH TO FOUNDATION ATTACH TO FOUNDATION N HOLDDONTJ CAPACITY Tp LB HOLDOOWN CAPACITY 2216 LB HOUJDOWN CAPACITY 123918 a GARAGE ( PORCH m _ w M cf) M O M Z U) O J < § Q -Nj JJW W M 0- 7 5-117? 124P 35-11' Q w LU L FOUNDATION NOTES- U) FLOOR DECKING Q Q 1.ALL RJCDNTRACTO AND MATERIALONEIN ACCORDANCE WITH STATE JOIST IAL THE CODES. THE 5. BUILDER/CONITRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AHID LOCAL CODES. SIB'DIA.ANCHOR BOLT IhffiEODEO1(4) METAL JOIST HANGER LL- 2.BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS,EXCAVATION AMID BACK FILL,PILASTER,ETC,MUST INC ONCRETE MIN.7'(d 6'O'O.C.MAXFLOOR JOIST G U) COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATESTREVISIONS STATEILOCAL CODES,LAWS,RULES 12"FROM CO ER(') 312k7k1W STEEL PLATE V of NEE/ (_ Q N AND REGULATIONS. co 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS AS REQUIRED TO BE THE RESPONSIBILITY OF THE ONSITE CONCRETE PARGING COVERWELDED TO COLUMIN BU BDERA7DTOBEDONEIN ACCORDANCEWITH ALL AI?PLICA LE CODES WITH BITUMprN COATING ``P .� PAUL O 4 WINDOWS OR VEMS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 11150 OF FLOOR AREA AS FREE '\VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE T-0UNDATION WALL BY BUILDER318k4'LONG LAG BOLTS �ATTACH TO FOUNDATION 1 3W 21'$3W' 1 17 TTS TO F�w`T� S.IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY,OR BE REQUIRED.CHECK 3112'IN DIA STANDARD HOLOOMNCAPACITY 791LB WXDDOWN CAPACRY791 LB LOCAL REQUIREMENTS. STEEL PIPE COLUMN * ` 'l IT w L16'$• 2.101? 6.ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR RA FAMILIAR WITH LOCAL SOIL CONDITIONS. 07.CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OFA 18%24'ACCESS OPENING,FORVENTILATION I/30F 1%OF O LU ,22'17' THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS.MIN. FOOTING(STANDARD) CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOIR GROUND LEVEL IS IB'. a 8.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. W REAR CONTINUOUS m t LLI J U r 9.PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12'O.C. 10.LOCATION OFWASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENTTO BE INSTALLED PER STATE AND FOUNDATION WALL DETAIL BASEMENT COLUMN DETAIL 2 Z LUco LOCAL CODES(OWNER(BUILDER RESPONSIBILITY) ,I^^ 11.SIZES REFLECT WOODTO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERH ( ANG P 2O .FOUNDATION.IF 314'FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1R'TO �T nn MAINTAIN PROPER OVERHANG THIS APPLIES TO ALL MODELS. 4 0961 7� - 12.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE A DATE DWG 13 RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. 14.FOOTINGS TO BEAR ON UNDISTURBED SOILAYO BE BELOW FROSTLINE. opessi NP g/2020 6/17/20 2 15 CONCRETE USED IN CONSTRUCTION OF FOUNDATION lO HAVE A MIN.STRENGTH OF 3000 PSI. t� IL cn J 0 W- IIL IZ 0 LL_ m 0 W APPROVED W Lu M-10 1/2' DATE 7/14/20 64'V ,1? 15-9'MODULE'C PFS CORPORATION s-0 3/4' zo•-1,? ,3'-8' 17.0 114' 20-0 lir r-„1/2' c ,5 • a s-nrz s ,z' ,rz' a1B „-n Ya 410 , a 4 ,a' , G* Bloomsburg, PA OH304BM12 DH3046W2 DH3046M 6-0 SLIDING G GDOOR DH3D46M12 9 IT \/ 2-2X10 SPF#2 HEADER(TYPICAL) 0 2.2X,0 SPF#2 HEADER(TYPICAL) 2-2X10 SPF#2 HEADER 5 OF.Z oyS `4 SHOWERTILEREADY M o�F Cn N m 4' 2'4r z2-0' d' OUIETROCKON WALLS 1= �p�9y�s�`= LU QIo o BATH 2 Oo BEDROOM 3 PRAYER ROOM FAMILY ROOM °r Q —Ln d ;? AREA 139 S7 FT PREA=1225D FT _ AREA 270 FT 0 O ��G �BF�R0�0 S, FTo v BEDROOM 1 = O N No 5 AREA 244 SG FT r - � cn d N g J w zw N O 2$ = 2E 2E R-13 UNPAGED INSULATION M Cn LC) N 2X10 SPFL2 INSTALLED IN CELING IN EACH MODULE(fYPC&) r 00 Q� n - _---2-2Xa SPFR2STUOS EAC MODULE ry ® < ry e � Q r 4:P 4'-10' 4' z-0' B' 3=6' 1D'-101 13'-1' 11'-0 1? 4- 3 2 1? C C - (7¢} 22 _ _ __ -2X4 SPF#2 STUDS 'c. } LL wZ 2i 26 .cc __c_ .v.v =ec .L 0 z 0 ZY SPF#2 STUDSRY R13 WAC INSIAAION STORAGE 4:1• CW2d42 W2442 W2742 ILWG BEAM:2-112°X91l4'LVLEAC MODULE,FWSH CE CEILING BEAM:4-1112X11,9'L11, USM CE OO O Qj I NSULATED W17F,WEATHER STROPPING AND THRESH r " LOPED LELIN 236 224 816 382424 F y r^ �= S - mV LY OQOM NSULATEWALLSWITHR-13 z e IG SPA I✓ELVES48'ANDM'AFF. o Z z O Fr S 2-0 F Y4.� FAMILY ROOM/KRCHENf DINT COMBINED WIC rn ® O W AREA=620 SO FT v°'i Q J LOB 3FOYER 3rcE O 4 ecF_.1 3: zb WP LU W KITCHEN _ wQ F ' FILL AREA=141SOFT / C) 0 U3.0 w DINING m O wSULATE WALL WITH R-21 z DUIETROCK ON WALLS - ;:, g $ AaDININ / Q s'-z 3w 4 s-r PERSONAL OFFICE 98`TYPE W GYPSUM BOARD AREA=150$O FE lo 3'-2 BATH 1 p E SB3B OW SPACE I SB36 2,6.3 :�5 L(j j off _cn 2-1 i?x919'LVL LTH 3!4'%9'STEEL FLRCH PLATE,INSTALLIN CEILING CW2442 92442 1642 I:- it pp w -- V 0 W C 2-?Jfs SPF#2 STUDS EACH SID a DH3046M H24210M DH3D46A42 DH3046MTEMPERED ~ 1 1' 4' 7'-7' 1 6' $' 13W 4- 3J' 4' 11'd' 6'm Q U:) w 5-0117 D'-11` r-01? 11•-10• 15-0112 8'-0• } 3511' US (� � r CV w ?� Q ��/� �0 f?OYPSUM BOARD ON CEILING INSTALLED 12'X F COVERED PORCH ON SITE BY OTHERS � v/ m ey WALL AND ROOF PANEL INSTALLATION ON SITE BY OTHERS Q m � L.L AND CONNECTIONSTO BE INSPECTED z Z (n 0 0 J AND APPROVED BY LOCAL BUILDING OFFICIAL - N O W MARRIAGE WALL GIRDER-2-1 112'X919•LVL J IN EACH MODULE _J m N D I- W J 174Y WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72'A90VE FINISHED GRADE OR SURFACE BELOW, U) � U_ THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24'ABOVE FINISHED FLOOR OF THE ROOM W WHICH IX FRONT PORCH ROOF MUSEBESTRTHEM I)JUESLLY NDTOBE THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24'SHALLSE FIXED OR HAVE AN OPENING THROUGH OFTHE MODULE NOETO BEAR ON THEMOIXILES APED TO BE DESIGNED BY N1x UCENSFDPFIRA TO BE INSPECTED APED WHICH A4'DIAMETER SPHERE CANNOT PASS. P� 1' Cn U)APPROVED BY LOCAL BUILDING OFFICIAL O& NEL/'/ J Q WINDOWS USED HAVE BILLS AT 241?AFF. �! -N _ � s' 6„�• _ ® DATA PLATE 0-STATE LABELS -THIRD PARTY LABELS Q EGRESS WINDOWS A`Q'O�`l PAUL AS 0 CD 6'X7'OVERHEAD GARAGE DOOR 0 o 2'-/0,? 16'3' T-101? *�� * LuLC'4 z24r r : C7 W 2 19 40 TGTALLRIGMN ARES �q Q r L13 y 36 36 W 36 L 36 •• r^ LU 1-SECURE 1,?•91fr LVL:s TO YVA38 SIEELFLIICH RATE Wn 1?BOLTS STAGGERED AT 36'OIC ; 2-IF REIN RED•MODULE-TOMODLIE BOLT SLOTS MAX 4B-dC0961 P-ffCH BEAMCONSTRNCTION DA OFSS1 ESS1 DATE DWG RNP9/2020 6/17/20jt 3 a rn J O w IL IL O LLIQ APPROVED E� w BWL-Al 64'-0° BWL G1 15'-9" DATE 7/14/80 LU ATTACx TO FOUNDATION - ATTACH TO FOUNDATION HOLDDOWN CAPACITY 2220 LB ATTACH TO FOUNDATION Cc HOLDDMMCAPACITY 236348 HOOD OWN CAPACITY 1407 L8 PFS CORPORATION ATION 2'-10 316" 13'-8 314" B'-10 7116" 7'-415116" 9'-13/8" 4'-7 1 4- 116" � r!� a/ r RSP+► i N Bloomsburg, PA e� /\ ''^^ vJ N ZD LU M BATH 2 Q°' BEDROOM 3 PRAYER ROOM FAMILY ROOM N 7T °Q [+ Q ® N o BEDROOM 2 O �+ BEDROOM 1 = OO N m m � c� EL g o ¢ LL r � � W U3 ® F— O �M 8 � Z v CQO n¢� `n �f- m co MUD ROOM m Z O d' �� WIC O z O'tm B 3 FOYER O Lo� w QC CA rn — W LLI Cf) Z z O u' O m Q[ 0 W O KITCHEN \� 0 � g O U DINING ¢ a PERSONAL OFFICE c BATH 1 Qo U 2-1112W tw-LVL WITH SJR-Ar aTE9.RffCH PLATE INSTALL IN CE41NG 00 MJ U ~� ATTACH TO FOUNDATION 0 1 116° 7' 9116° 4'-21116° 1_ 7'117(16" J 3'-11516 1 13(16" 6'-4131 Z d} xaroowN rAPAcrtY rat LB rr^^ � ATTACH TO FOUNDATION ATTACH TO FOUNDATION C o ATTACH TO FOUNDATION N z HOLD CAPACITY LB HOtDOOAN CAPACfrY 271d LB LL BWL-B 64'-0° xo noowN FOUNDATION 1239 e WL D-1 LU GARAGE TRUSSES AAESPACED I6'OfC WITx xNatUM7/16.31FATt9NG ATTACFED WITH Bit MAILS - Q Q N 2IWOC ON EDGES AND 6-N FIELD-ROOF DTAFPAMPRONDES5T5PLF.PERTAELE2c 12'XB'COVERED PORCH �„ U) �Q o o ON SITE BY OTHERS m 0 Z Z U) OJ N O w cr- Lij m Lu LU m > O U) � BWL A-1 Designed as 16OIC,Perforated Wall with 7116°WSP(Blocked)on extede face secured with 86 common nass @ FDIC � Q LL BWL B-1 Designed as i6°O1C,Perfwatad Wall wB 7116'WSP(Blocked)on exterior fare secured with Bd o nnrron nal @13-01C Q BWL 1-1 Designed as 16'OIC,Perforated Well with 7116'WSP(Bbcked)on extelor face secured with 8d common nabs @ 3°0'C F ...I BNA.2-1 Designed as I r OHC,Perforated Wall with 711V WSP(Blocked)on exterior face secured With fid common nais @ 3'O'C O` NE y 0� BWL C-1 Designed as 16'01C,Pefor Ld Wail with 7/16-WSP(Blocked)on wenior falx;sea3red with Bd common nails @ 6.0/C BWLD-tDeskyled ast6'O/C,PedmatedWallwiN7/16'WSP(Blacked)onexdxiefacesearedwith8dalmmonnaik@6'OlC LP \\.( PAUt O ¢ C/) BWL 3.1 Designed as i6'OIC,Pedoralod Was with 7/16'WSP(Blocked)on exterior face secured with 8d common nails @ 6-01C ,` O\ sL_ O O ATTACH TO FOUNDATION TTACH TO FOUNDATION BWL 4-1 Designed as 16'01C,Perforated Well with 7116"WSP$locked)on exteiorface seared With Bd common nails @ 6°OIC N Ha-omwx CAPACITYT91Le 2'-10112° 2'-101/2" IIOLDODWNrAPecm7sl La BWL E-1 Requieres 3.65 ft,availade from BWL B-1 Is 13.61 fL w L(3 BWL F1 27-0" BWL F-IDesynedas16'0/G Perforated Was wth7/16'WSP(Blocked)onaxtadorface Secured Ath8dconmlonnails @6'O/C o W _� BWL 5-1 Designed as 16'01C Perforated Was with 7116'WSP(Blocked)on exterior faw secured with Bd con anon nails @ 6'01G BWL 6-i Designed as 16'OIC,Pedolled Was with T1IV WSP(Blocked)on edenorface seared with Bd common nails @ V O1C Lt Q m w 0 it 2 00 LU U) sCr 10 �9619� � DATE DWG ROFESSI \-\ 9/2020 6/17/20 Sal EL J Q EZ EL Q Q LL- W APPROVED w DATE 7/14/20 PFS CORPORATION - - - - - - - - - - - - - - - - - - - Bloomsburg, PA co fV Q �O o O CD QN p of O Q co a NOT HABITABLE ATTIC-STORAGE ONLY I LL CEILING HEIGHT AT 6'-611T < 05c"�L o 6112 ROOF 30"INSULATED DOOR WITH 6112 ROOF I Q O o WEATHER STRIP AND THRESHOLD m Q Z LL�z —�------ -- -� co Q U RIDGE RIDGE z NSULATED WALLS WfiH R 13 Q p w O�m FIBERGLASS WITH VAPOR BARRIER I O -j Lo w ON WORM IN WINTER SIDE > Z Lu LU® Co o Ego ¢ a I U Lo U) v °w z - - - - - - - - - - - - - - - - - - - - - - - - - - - -� z <} � U) ox k [V W = Uj I` M o 0 6112 ROOF6/12 ROOF I Z z U) 0 wmL o � UJ U U) ? � 6>; H OF NEIiyY 0 co PASyoCD0 Lu � J - Q c) ? � � � 1 0 09619 DATE DWG 9�FESS1 NP 9/2020 6N7/20 3b y' LIGHT, VENT AND ROOM FINISHES PLY GEM VINYL ®®USCF HUNG WINDOWS LIGHT VENT DP co ROOM AREA REQ'D PROVIDE REQ'D PROVIDED ROOM FINISH CALL SIZE R.O.SIZE LIGHT VENT EGRESS SIZE U-VALUE RATING BEDROOM 2 186 14.88 32.4 7.44 17.28 DRYWALL PAINTED DH24210M 30 318"X37 5/8" 4.8 2.46 N/A 0.30 50 O BATH 2 39 3.12 ARTIFICAL 1.56 50 CFM DRYWALL PAINTED DH1846M 22 3/8"X37 5/8" 5.3 2.87 N/A 0.30 50 CL BEDROOM 3 139 11.12 21.6 5.56 11.52 DRYWALL PAINTED DH3046M 38 3/8"X57 5/8" 10.8 5.76 1 33.153"X25" 0.30 50 0 PRAYER ROOM 122 9.76 10.8 4.88 5.76 DRYWALL PAINTED DH3046M-2 76 3/4"X57 5/8" 21.6 1 11.52 33.153"X25" 0.30 50 0 BEDROOM 1 244 19.52 32.2 9.76 17.26 DRYWALL PAINTED w � BATH 3 25 2.00 ARTIFICAL 1.00 50CFM DRYWALL PAINTED APPROVED ®®®�� co w PERSONAL OFFICE 150 12.00 10.8 6.00 5.76 DRYWALL PAINTED DATE 7/14/20 wU FAM.RM.KIT./DIN. RM. 620 49.6 54.0 24.8 27.08 DRYWALL PAINTED R.O.SIZE LIGHT VENT U-VALUE PFS CORPORATION BATH 1 102 1 8.16 24.4 4.08 12.08 DRYWALL PAINTED 3-0 DOOR 3'-2 318"X 6-101/2" -- 20.0 .16 Bloomsburg, PA 3-0 DOOR W/GLASS 3'-2 3/8"X 6-101/2" 2.6 20.0 .16 ARTIFICAL LIGHTING REQUIREMENT 6-0 SLIDING DR. 6'-0 3/4"X 6-10 7/8" 32.4 15.56 .31 PERSONAL OFFICE WINDOW PROVIDES LIGHTING FOR 135 SF AREA TO BE PROVIDED ARTIFICALLY=150-135=15 SF 3-0 DOOR 20MIN RATED 3'-2 318"X 6-101/2" - N/A .16 w W 41: co REQUIRED FOOT CANDLES=(15)X 6=90 CANDLES=1131 LUMENS REQUIRED WATTS=1131117.5=65 WATTS O = O N 1 CANDLE=12.57 LUMENS a 1 WATT=17.5 LUMENS 1 LIGHTS(WATTS175) 0 LU NOTES: Q cn o N O rn Oo� < � � O�z 1. Exterior windows and sliding doors shall be tested by an approved independent laboratory, and bear a label identifying _; Q o z manufacturer, performance characteristics and approved inspection agency to indicate compliance with AAMA/WDMAICSA MQ o z M 5 WOK 101/I.S.2/A440. Exterior side-hinged doors shall be tested and labeled as conforming to AAMAIWDMA/CSA 101/1.S.2/A440 or o o w o Z!M AMD 100, or comply with Section R609.5. (windows used are NFRC rated) `n w 2. Where the framing material is wood or other approved framing material, window and glass door assemblies shall be anchored o w z o LU through the frame, or by frame clip, or through the flange. Anchors shall be embedded into the frame construction to adequately Q o transfer load. Whole House Vent Calculation:Dwelling A O CONSTRUCTION: SEMI-TIGHT ,n UCi 1st Floor AreaArea(SgFt) 2387 SgFt = TABLE M1505.4.3(1) U CONTINOUS WHOLE HOUSE MECHANICAL VENTILATION 1st Floor Area Ceiling Height 6.5 ft Z >- C/)MANUAL J TABLE 5A SYSTEM AIRFLOW RATE REQUIREMENTS 2nd Floor Area Area(SqR) 0 SgFt Q DWELLING UNIT NUMBER OF BEDROOMS 2nd Floor Area Ceiling Height 0 ft ui 5 DEFAULT AIR CHANGE � N � m CONSTRUCTION CONSTRUCTION INFILTRATION FLOOR AREA 0-1 2-3 4-5 6 7 >7 3rd Floor Area S Ft 0 S Ft CJS G7 O CFM FOR ONE (square feet) (SqFt) q } 0 0 Z FLOOR AREA OF HEATED SPACE(SgFt) FIREPLACE AIRFLOW IN CFM 3rd Floor Area Ceiling Height 0 ft z O w 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More <1500 30 45 60 75 90 Total Building(SgFt) 2387 SgFt W m C.6 TIGHT 0.27 0.20 0.18 0.15 0.13 0 1,501-3,000 45 60 75 90 105 Building Volume(CuFt) 20290 CuR � o O SEMI-TIGHT 0.53 0.39 0.34 0.28 0.25 13 3,100-4,500 60 75 90 105 120 Air Change/Hr Value 0.28 ACH i W N AVERAGE 0.79 0.58 0.50 0.41 0.37 20 4,501-6,000 75 90 105 120 135 ��OF NEyV J 0 N k co CD SEMI-LOOSE 1.23 0.90 0.77 0.63 0.56 27 6,100-7,500 90 105 1 120 135 150 (ACH'Volume)160 min=CFM 94.69 CFM �P �� PAUL S 0� p d- �� tiG o CD CD LOOSE 1.67 1.22 1.04 0.85 0.75 33 >7,500 105 120 135 150 165 CFM Required per Table M1505.4.3(1) 75 CM * f * _ 0 J O Q Cn a LL! _l U Z� H �0,p 09619 AT 9��Esst NP�� DE DWG oi2o2o 6/17120 4 IZ PoDGE T tEY.54. RIDGE VENT Q 0 IIx EL IZ Q RIDGEVENT RIDGE VENT 0 L0LL- 0 APPROVED 6 DATE 7/14/20 of 2 PFS CORPORATION FINISNEDCERNG 1112 ALUM.FASCIA M Bloomsburg, PA PERFORATED E2 SOFFIT n-m Sig yR` OUTSIDE COMER .^ VJ N wCM LU LU ®co O Q cn N 0 0 ^N NNO RMS D I.L N O GRADE AT ELEV.LiSm < (Q a r FRONT PORCH ROOFBEMUST DESIGNED ESTRUCTY LICENNDEPENDENTOF THE IEWED MDDULESAND IS TO BE f)tSIGNEO BY NY LICENCED PHRA,REVIEWED, LV FRONT ELEVATION INSPECTED AND APPROVED BY LOCAL BUILDING OFFICIAL 0 r" U)L6 ® Q� Z 0,¢} O —i Clo z z U) p C CI r) Ir_ �t N Z mV �o� Zo it 8 v a RIDGE VENT 0 O W O i —j LID--,.) 6i wLU c/) Z z ® w ~O in Q a 0 RUGEVEJT RDGEVENT O U Z sn U) _® U �w Z �c cn k N LU =g Ld sr—^ M o FINISF�O CEA.NG - - ALUM.FASCIA v, �O 1117 m >- M Q PERFIDRATED Z SOFFITZ O J LLJ N J 0 w Lu OUISIDECORNER u1 CO 0 1— j Z E FNISHEDFLWR pF RIE► of co � osy0,9 ® o o LL CLCP7%i6 ` w� AR REELEVATION E Q 0 r r— wWINDOW WELL J ILD Q 2 LL!Z w CU ao Cr © EMERGENCY EGRESS �O 09619 � ,o � r DATE DWG 9°PIEss1 'P9/2020 s!17r20 5 U) J O CL O w Lu O APPROVED = w DATE 7/14/20 w PFS CORPORATION Bloomsburg, PA RIDGE AT ELEV.54.13' w Co CV Qc+� (n O 12 0 LU CO !2LoN CD 12� ;p EL04 co CD Q� �5 o t�U5 �¢- $ Z®Z �C, �¢ OK w coo 8Q 16 j. w (D co Wo� RIDGE VENT Z (9 Z O 0 w �u» LLJ U3LU w rY co 12 0 Q 0 w U O O J fn -Q 5 rn m Q co N C C O U FINISHED CEILING Lo crj 11 tt2" ALUM.FASCIA V W PERFORATED Z ¢d cn ®® SOFFIT CQ Lli OUTSIDE CORNER # N H m O ANO 0F§ >U) p� 0 cu- Q LLT Cn LUm FINISHED FLOOR AT ELEV.27.0' Lr- LU J GRADE AT ELEV.25.5' �! of: N E ? LL C-0,`Q. PAUL SyOo ¢o J 00 w Lo O �o w c 11 fhLU Lu m ys F� ��j H c�7 0,96191 co DWG AR�FESS% NP 9/2020 1 6/17/20 5a a U) a 0 a a a 0 ILL0 LL! APPROVEDcn w DATE 7/14/20 L'' PFS CORPORATION RIDGE AT ELEV.54.13' Bloomsburg, PA 12 12 11 l N N o ZZ LU o _LO N 0-N =to 0fNO W- a- p i LLJ cn O CI)ED RIDGE VENT p o 4Z4pZ 0 JQ OZ`L z X00 >M- LU LU M C/> w ZOooW Wry a- JNy LO N U) I L z � LU LLi� p W Uz 0 J O w O U FINISHED CEILING M m =0 FINISHED CEILING Q a 111/2" l, ALUM.FASCIA PERFORATED SOFFIT 0 U Lo uj OUTSIDE CORNER EEIH20 _ �U)ern= z 0 r N m= FINISHED FLOOR pp CO 0� FINISHED FLOOR AT ELEV.27.0' >- M LU Lu GRADE ATELEV.25.5' W m ZE w OF NEIyY Min" U PAUL 0'A� o a o o � aw LO o LU o J Q LV 11 m Z W � co �OA0961 cil �� DATE DWG ROFESSI t P /2020 6/17/20 5b a J Q W O LL W APPROVED W DATE 7/14/20 co PFS CORPORATION IDD CFM WHOLE HOUSE FAN DUCTED THROUGH ROOF CWIP(ETe)ONSITE WP Bloomsburg, PA ,rWEDI INE CABINET ED Uj W CID O BATH a BEDROOM 3 ` PRAYER ROOM , / FAMILY ROOM Q I.,CRI. BEDROOM2 Fa C)CD N swrrcRWIRE.um BEDROOM1 ` _ 14 cz. ON o ( ON SITE \(9ILINGGFAWUGHT / / I M � cD o-� SWRCH.WIRE,AND t / 1 / SWRCH PARE.AND Q co BOXFORONifllI\ oxibitomsrm CEIUNGFANaIGHT \ S R — R S R �. // CEILING FANA"T /( W �� O 2 _ — R S j�: 2Y Z I z C) GR GFl GR 3 //"� / TCasMrm Q O Q� Cf) `�MUD R00 ro_ Q n yam! R Z ®z v a O \'--M-10' WIC O LQ B ` FO/lPEt2 CfBHJE� Ts Ltl F I 1 I f >. W Cz MICHz LU L5 Gfl I ° W s KITCHEN 1 SWITCKPBRE,AND O Q I fiOXFORONSITE BOX FOR DNSRE NSFANUGHT cm cEawcFAWupr / / Q=0GFl DINING Q M®�wErABA BATH FAN TOIX� OH FAN DUCT \ R 0 THROUGH RTEXTERIOR � R R� BVBULDEDO hRI \ BYBUILDBd / I z BATH1 Q \ T / R Lo Cn OR \ \ FI \\ \ . z �r W WFU I a GFla3T a>- Q SUN U \ \ \ � N pg \ HD C/)� ELECTRIC LOAD CALCULATION WORKSHEET M � W M • 17 X 8'COVERED PORCH Central Electric Space Heating On site by othersinr® U A ON SITE BY OTHERS m Q Uj Other Loads: Watts Or Circuit Wire Z ,O M .j General'Lighting Volt-Amps Ampacity Size Z Floor Area 2526X 3 7576 W 15 A 14-2 39: Fj L j m W Lu Uj cn ELECTRICAL WIRING OF GARAGE TO \ Small Appliances 2 x1500 3000 W 20A 12-2 C LU L O BE INSPECTED ON SITE BYAUTHORITY \ Range 11400 W 50A 8-3 (n — HAVING JURISDICTION Dishwasher 1200 W 20A 14-2 = 0 J Subtotal: 23178.W ! pF NS o N \ First 10 Kw Of Other Loads @ 100% 10000W y D Q o Remainder Of Other Loads @ 40% 13178 X40%=15271 W ��P �� PA U� s 0 9 ~SCn CD Heat Or AIC From Above: NA w Lr, Tt � Total Calculated Load: 115271W `fl * o J O, Required Service Size 1527111240=63.63 AMPS v Installed Panel Size 200 Amps Cf) co Lu SOA 09619-1 �� DATE DWG R�FESS1 NP 9/2020 6/17/20It 6 EL r� J Q O w CL tl Q O 11 W NOTE EkCH ASUTRLFI M O ASUI5RLFi ARE LNBEOWITH 14 GA WIRE WITH ACOIL TONG TO PERCH AOU24RIJVZH > CONNECTION OF ASUYRFD LFI AASUISUFI TO AOU24MXFZH IS ON SITE BY BUILDESELECTRICIAA APPROVED Lu AOU24RL%FM ISIS VIREO ON SITE TO PANEL BOARD BY BUILDERS ELECTRICIAN.RSPECTION OF BOTH IS BY AUTHOPoTES RAVING NPoSDCTION W SUPPLIES BY MSS SUPPUEDBYMSS DATE 7/14/20 ir INSTALLED ON I STALLR)ON SITE BY SUMER SITE BY BUILDER PFS CORPORATION r A01d4R1J'92H fl`3' POU2°RLL°FZH Bloomsburg, PA 17HYDRONC 6HYDRONC SITYDRONIC BHYDRONC 3HYDRONIC 17 MYORONC SYSTEMIeI SYSTEM; SYSTEMt INSTALL R;p BFC �� INSTALL 12-BFC INSTALL I2 FBFC SYSTEEM2 ASU1SIF1 �LSUiS3F1 U N INSTALLir BFC W W O BATF{2 Q°' BEDROOM 3 PRAYER ROOM FAMILY ROOM Q O o N BEDROOM BEDROOM1 Z Ow W I O I a I Q Cl) I i J C.0 ILU M ® Q� 0 Q Q Z o�Z i ZY � od gzz� U) 2E M �mK MUD ROOM WICO O O W B 3 FOYER ----------- Cn 1� > LU � z .. Lu LU 0 ORLLJ r � KITCHEN DINING m Q a PERSONAL OFFICE BATH 1 O NYdtONC TOEIDCK 4725 BTH I U1�Cl) z 1 SITYd20WC 1rIfY0RONiC I TH C V W Z d *k N M = L U 17 X B'COVERED PORCH > U I-- C ON SITE BY OTHERS Z Z U) 00Ed M O QC __I W fI) LL NOTE:HYDRONIC PIPING 314"PEX IS STUBED THROUGH FLOOR. BOILER,HEAT LOOP AND CONNECTION TO BOILER IS ON SITE BY BUILDER OF NEW J U) PAu( S,yOM ¢o G Oho The HVAC system included on page 7 of the plan set hes been reviewed and approved to the design calculations provided and will be partially installed in the factory with W � completion on site by others.The completed HVAC system is not part of this modular design package and must be inspected and approved by the local building official. �O W p m 2 Z v ii Lu OAR 096197 Cn EO DATE DWG 3/2020 6/17/20 RESERVED E STAMP ELECTRICAL NOTES 1. WALL SWITCHES TO BE'48°,RECEPTACLES TO BE 14",AND COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE BOTTOM OF THE BOX OFINISHED FLOOR LINSZOO AMP S E®V ICE PA N EL 2. KTCEN COUN RTOPRECETACLESSHALL BE INSTALLED ISUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED CL ALONG THE WALL WILL EXCEED 2'-0',(4'-0"BETWEEN 2,RECEPS.)AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE WITHOUT CIRCUIT BREAKER BREAKER A RECEPTACLE. DESCRIPTION SIZE WIRE WIRE SIZE DESCRIPTION CIRCUIT 3. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. IDENTIF. AMP VOLT SIZE SIZE AMP I VOLT IDENTIF. cn 4. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0"OR MORE IN LENGTH 1 SMALL APPLIANCE 20A 110 12-2 12-2 20A 110. SMALL APPLIANCE 2 Q 5. SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL INCLUDING BASEMENT AND HABITABLE ATTICS. 3 REFRIGIRATOR 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 4 6. SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE IMMEDIATE VICINITY OF BEDROOMS,AND WIRED IN SUCH A5 BATH 3 GFI 20A '110 12-2 14-2 15A 110 DISHWASHER 6 CL Q WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER,THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MANUFACTURER. 7 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 8 w 7. SMOKE ALARM SHALL BE INSTALLED NOT LESS THAN 3 FT.FROM A BATHROOM DOOR OR OPENING CONTAINING A BATHTUB OR 9 BATH 2 GFI 20A 110 12-2 14 2 15A 110 GENERAL LIGHTING 10 SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3 LL_ B. CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE 11 GENERAL LIGHTING 15A 110 14-2 1 14-2 15A 110GENERAL LIGHTING 12 Lu DETECTOR.COMBINATION SMOKE AND CO DETECTOR MAY BE USED. 13 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 14 APPROVED w 9. ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN LENGTH,AND HAVING AN AREA GREATER THAN 60 SQ FT SHALL HAVE co RECEPTACLES LOCATED IN EACH WALL SPACE 3FT.OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING 15 GARAGE 20A 110 12-2 12-2 20A 110 BATH 1 GFI 16Lu WINDOWS AND SIMILAR OPENINGS DATE 7/14/20 10. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED OR LISTED BY A NOTIONALLY RECOGNIZED TESTING LAB.THE 17 GENERAL LIGHTING 15A 110 14-2 18 EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING. 8 3 40A 220 RANGE PFS CORPORATION 11. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED. 19 MICROWAVE 15A 110 14-2 20 Bloomsburg, PA 12. ALL HOLES THROUGH PLATES IN WALL MUST BEFIREBLOCKED. 21 GENERAL LIGHTING 15A 110 14-2 SPARE 22 13. ALL CIRCUITS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE DETECTOR. 23 SPARE 14-2 15A 110 GENERAL LIGHTING 24 14. ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE TAMPER PROOF. 15. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ELEC.PANEL ON SITE 25 SPARE SPARE 26 0 16. BALCONIES,DECKS OR PORCHES ACCESSIBLE FROM WITHIN.THE DWELLING SHALL BE PROVIDED WITH A RECEPTACLE LOCATED `= k rn 27 SPARE SPARE 28 a V U o NO MORE THAN 6'-6"ABOVE AREA SURFACE. o c� W 2c06 17. WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL-PURPOSE BRANCH CIRCUIT,THE.GROUNDED 29 SPARE SPARE 30 0 O�MN CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE SWITCH LOCATION 31 SPARE SPARE 32 M:"M0covo 1B. GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES(ONE PER CAR),INCLUDING ONES PROVIDED FOR DOOR ELECTRICAL LEGEND o r a o OPENER JUNCTION BOX TO BE PROVIDE AND BE WIRED ON SAME CIRCUITAS SMOKE DETECTOR FOR HEAT DETECTOR INSTALLED 33 SPARE SPARE 34 Q H AND CENTERED ON GARAGE CEILING.. DUPLEX RECEPTACLE 19. MICROWAVE RECEPTACLE IS INSTALLED IN A CABINET ABOVE THE RANGE.WITH RIGID DUCT ABOVE AND TO BE VENTED THROUGH 35 SPARE SPARE 36 220 V RECEPTACLE Cn LO ROOF TOEXERIOR O � 20. NOT LESS THAN 90%OF LIGHTING FIXTURES MUST HAVE HIGH EFFICACY LAMPS. 37 SPARE SPARE 38 � DUPLEX RECETACLE W/USB ��r o 2 21. RECESSED LIGHT FIXTURES MUST BE IC RATED. 39 SPARE SPARE 40 USB QUAD RECEPTACLE a� } o Q m 22. WIRE BENDING SPACE WITHIN AN ENCLOSURE CONTAINING A.PANELBOARD SHALL COMPLY WITH SECTIONS E3907.9.1 THROUGH SINGLE POLE SWITCH Z Op Z $3 THREE WAY SWITCHw U)O O 0.10 $4 FOUR WAY SWITCH z - _ ¢g DWV NOTES: SUPPLY NOTES: w O M U o R 1. ALL PLUMBING NOT PROVIDED BY MANUFACTURER TO BE SUPPLIED AND INSTALLED 4"LED CAN LIGHT CO U Z o 1. ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION. z w O o'W ON SITE BY LICENSED PLUMBER. 2. ALL POTABLE WATER LINES ARE PEX PLASTIC PIPE FAN LIGHT COMBO S a 2. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. > cn v> z 3. PITCH ON HORIZONTAL WASTE LINE IS 1/8"PER FOOT FOR 3 DIAMETER PIPES AND LARGER. 4.WATER SUPPLY LINES ARE TESTED @ 100 PSI.TEST GAUGE HAS INCREMENTS OF 1 PSI. QS AC/DC SMOKE DETECTOR w Uj W w o FOR PIPES SMALLER THAN 3"DIAMETER THE PITCH IS 1/4"PER FOOT. 5. ALL HOSE BIBS ARE 3/4"NONFREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER ® CO DETECTOR o 1= w r 4. ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT M MORE THAN 4'-0"HORIZONTALLY 6. WATER DISTRIBUTION PIPING AND FITTINGS SHALL COMFORM TO ANSINSF 61 m JUNCTION BOX m o OR VERTICALLY. PLASTIC-DWV PIPE UNDER 2"SHALL BE SUPPORTED AT 3'-0"INTERVALS. 7. NO PLUMBING IS DONE IN FACTORY BELOW 1St FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. ¢ °-J 5. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 8, PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. THERMOSTAT 45"WYES,LONG SWEEP ELBOWS,LONG TURN TEE-WYES,6TH,STH OR 16 TH BENDS. ® TV JACK 2 APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS 9• EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY O FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE. ED PHONE JACK 0 PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON ® PANEL BOX `r'C6 10. 3/4"MINIMUM MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED 1 FOR 20 DFU'S AND OVER WITH 3"OR LARGER PIPE. ( " ) CHI ■DOOR CHIME BUTTON.. °�°w � 6. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS',OR SLIP JOINTS. ACCESSIBLE TRAPS 1/2"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. U �L SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 11. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH �L CEILING LIGHT Z_ Q cn AS TRAP. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. GFI GROUND FAULT CIRCUT INTERUPTER a� Z 7. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 12.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER FLOURESCENT LIGHT M Q �a OF THE HIGHEST FIXTURE IN THAT BRANCH. SUPPLY TO ALL SHOWER AND SHOWERIBATHING FIXTURES. WP WEATHER PROOF �., W � 8. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: 1-1/2"PIPE=3'-6"; 2"PIPE=5'-0"; 13. SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WALLS AND CRAWL SPACES)SHALL BE INSULATED. � C°0 Z 3"PIPE=6'-0". 14. FLOOR JOIST NOTCHES MAY NOT EXCEED 116 OF JOIST DEPTH AND MAY NOT OCCUR IN MIDDLE EXTERIOR LIGHT >_ M 0 co 9. PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM'EITHER EDGE. ® RANGE HOOD F O WHEN THE PIPE PASSES THROUGH WOODMEMBERS LESS THAN 1-1/2"FROM EDGE OF MEMBER AND 15. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. W 0LuSHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. 16. ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANTWw10. DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. H 11. WHEN REQUIRED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS 17. ALL FIXTURES ARE TO BE WATER WATERWISE. MAXIMUN FLOW RATE FOR LAVATORY FAUCETS IS 1.5 GPM W AT 60 PSI,SHOWERS HEAD TO BE 2 GPM AT 80 PSI,FOR SINK FAUCET TO BE 2.2 GPM AT 60 PSI WATER Of 0� (, A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. cn PRESSURE,AND FOR TOILETS 1.28 GALLONS PER FLUSH. QF ��(� 0 cli L.lJ 12. WATER CLOSETS SHALL BE OF WATER CONSERVING,LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE. .(�G Y =o ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE. 18. HOSE SUPPLIED(IF SUPPLIED)FOR SHOWER OR BATH SHALL HAVE A DNERTER THAT WHEN WATER AX �.� PAUL S 0 p o 13. ALL MATERIALS LISTED IN TABLE P2608.4 SHALL BE TESTED AND CERTIFIED BY THIRD PARTY IS SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM O y � p c (E.G.BATH SPOUT DNERTER)OR SHALL BE PROVIDED WITH VACUUM BREAKER. `Z' G 0 R INSPECTION AGENCY. * ,t w LO 14, ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 19. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. �c Lu o OF THE HIGHEST FIXTURE IN THAT BRANCH. 20. A WATER HAMMER ARESTOR SHALL BE INSTALLED AT ALL QUICK CLOSING VALVES(WASHER AND v L - 15. LAVATORIES AND WATER CLOSETS SHALL COMFORM TO:ANSI Z124.3,ASME A112.19.1,ASME A112.19.2, DISHWASHER),SHALL COMPLY WITH ASSE/ANS11010,AND SHALL BE INSTALLED BY BUILDER ON SITE. m LU !' ASME A112.19.3,ASME A112.19.4,ASME Al 12.19.9,CSA B45.1,CSA 1345.2,CSA B45.3,OR CSA B45.4 21. THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BE LIMITED TO A MAXIMUM 2 ? w U c `r WATER TEMPERATURE OF 120 DEGREES F BY A WATER TEMPRATURE LIMITING DEVICE THAT CONFORMS TO 16.EACH LENGTH OF PIPE,FITTING,TRAP,,FIXTURE,MATERIAL,AND DEVICE IN PLUMBING SYSTEM ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY A COMBINATION TUB/SHOWER WALVE. O 09619 Q,� SHALL BEAR THE IDENTIFICATION OF THE MANUFACTURER 22. THE DISCHARGE WATER TEMPERATURE FROM A BIDETFITING SHALL BE LIMITED TO A MAXIMUM 'O,gOF Nps. DATE DWG TEMPERATURE OF 110 DEGREES F BY WATER TEMPERATURE LIMITING DEVISE THAT CONFORMS TO ASSE 1070. ES Si 92020 6/17/201 8 CEILING WATER SUPPLY FIXTURE UNIT VALUE(W.S.F.U) ANTI-SCALD ANTI-SCALD TYPE OF FIXTURE OR GROUP OF FIXTURES HOT- COLD COMBINED MIXING VALVE MIXING VALVE FULL BATHROOM(W.C.,TUB W/SHOWER,LAV.) 1.5 3.6 a LAV KSKD W LAV LAV SHOWER STALL 1 1 1.4 HOT Q COLD WATER CLOSET 2.2 2.2 J LAVATORY 0.5 0.5 0.7 1 X SHUT OFF VALVE1 Lk d 'T L d 'T CLOTHES WASHER STAND PIPE 1 1 1.4 112" 1/2^ 1/2" 1/2„ 112" 1/2" 1" LAUNDRY GROUP(WASHER AND LAUNDRY TUB) 1.8 1.8 2.5 C TO WATER SUPPLY LAUNDRY TUB 1 1 1.4 TO WATER HEATER BATH 3 KITCHEN BATH 2 BATH 1 3/4n KITCHEN SINK 1 1 1.4 0 KITCHEN GROUP(SINK AND DISH WASHER) 1.9 1 2.5 BASEMENT HALF BATH GROUP 0.5 2.5 2.6 > SUPPLY. SCHEMATIC - NOT TO SCALE u TYPE OF FIXTURE OR GROUP OF FIXTURES DRAINAGE FIXTURE APPROVED w FULL BATHROOM(W.C.,TUB W/SHOWER,LAV.) 5 cn DATE 7/14/20 LU SHOWER STALL 2 WATER CLOSET 3 PFS CORPORATION V.T.R. ROOF LAVATORY 1 Bloomsburg, PA CLOTHES WASHER STAND PIPE 2 LAUNDRY GROUP(WASHER AND LAUNDRY TUB) 2 COMMON VENT SIZES 11/2" 11/2" 11/2" 3" 1112" LAUNDRY TUB 2 PIPE SIZE MAXIMUM DISCHARGE FROM CD KITCHEN GROUP(SINK AN DISH WASHER) 3 UPPERFU(TURE DRAIN(DFU.) F- � �t C SHOWER LAV LAV SHOWER ¢ o� ' LAV I KSK I KITCHEN SINK 2 1112" 1 0 �, w LON HALF BATH GROUP 42" 4 0�,� OoN 1114 D'W' 1114" FLOOR DRAIN 0 gC aC-4 11/4 I 2^ INLET I 2112'TO3' 6 1= FIRST SIZE OF COMBINATION WASTE AND VENT PIPE J� MAXIMUM NUMBER OF FIXTURE UNITS(D.F.U.) ,"-t11/2" 2"t I 2" +2L+ 3 FLODFF PIPE SIZE CONNECTING TOAHORIZONTAL CONNECTING TOABUILDING Opti BRANCH OR STACK DRAIN OR BUILDING SUBDRAIN > r p BATH 3 BATH 2 BATH 1 2" 3 4 3 IS¢ 2112" 6 26 �0z 0= DWV SCHEMATIC NOT TO SCALE BASEMENT 3' ,2 s, w O o LLLJ C�m U moo{_ 1/4 BEND LON I I o w O o LU (R T �N I DOUBLE LU TURN -- 1/4 BEND i > U �� z THRU R00 1/4 BEND LONG TURN WYE WITH LONG TURN a o w o TEE TEE TEE 1/4 BEN 118 BEND TEE WYE o a — o f mQ ao TEE -- -- --- ---- ---- --- - --------- --------- 2' LAVATORY WASHER !p R I SANITARY TEE I C (FIXTURE TYPICAL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS co W INSTALLATION KITCHEN SINK ON VENT I 2" I 11 1/2" z a>- �— STACK) ; -------- 114 BEND(LONG cn I ' ATEE�Y i z CONTINUOUS SHORT SWEEP) w 5¢ L 11/4"� i WASTE N m o 10 I TAIL PIECE FOR /8 BEND (/� p �-: WET VENT " OVERFLOW DOUBLE WYE LONG TURN 4 THRU ONE AND WASTE I WITH 1/8 BEND TEE WYE z 0 w C/) 1 112"P-TRAP D.F.U.ONLY 2"WITH DISH � m I I I I TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTINGS 2" i 2"P-TRAP i i r WASHER � � >� � WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN u� — TUB/SHOWER � m 1 1/2"P-TRA 3" WATER 2"STAND PIP OR WHIRLPOOL COMPLIANCE WITH STATE CODES o CLOSET SHOWER I OPTION OF NES o 3"VENT PIPE TO .<<G Y 0� N _ EXTEND A MINIMUM OF Q, .( PAU( O ® Q o J FINISH -- - - - - ----------- - - - ----- -- — --------- 18"ABOVE FINISHED *Gj��0� syG�'� O o o Q_ FLOOR 3 ROOF LINE o " SANITARY TEE DISTANCE FROM BOTTOM OF �� * w t SANITARY TEE ROOF TO BEGINNING OF e � l 2"114 BEND 114 BEND REDUCTION SHALL BE 12"MAX. m LU J 0 CLOSET FLANGE 2 � U) LONG TURN LONG SWEEP 2"P-TRAP 11/2"P-TRAP LONG SWEEP VENT VENT BOOT OR FLASHING N w TEE WYE AND 1/4 BEND FROM FIIXTURES WITH WATER TIGHT SEAL �O 09619 � ~ TYPICAL INDIVIDUAL FIXTURE PLUMBING DETAILS TO VENT PIPE AND ROOFAACF�ss1 NP gi202o s ATEo DWG ROOF PENETRATION. a. ¢ cn 0 ( I1 0 LL 0 Lu APPROVED �w Lu DATE 7/14/20 PFS CORPORATION OSCHARMFROM BULDBIG Bloomsburg, PA �17 V@TF Y 3•Lm U) LT Y Lu N BATH 2 BEDROOM 3 PRAYER ROOM FAMILY ROOM Q 0 0 O �pN BEDROOM 2 ax11rz m BEDROOM 1 = 0 N d m ii?PTRAP QL L r ORNN O M fn Lo N 3 ® o 3: Q O�} z Z cl) co w oE MUD ROOM VENT alm ? Z Z O Lu p�m aoRae+ 3)3X2Lrn I TLm Q O � u.i B 3 FOYER N r T N > W co Z z ® w ~O Lu KITCHEN O U 2P AwarnxmAvcBVAivB 11rz•ouw DINING m ¢ a 0 ELI PERSONAL OFFICE 2'PTRAP BATH 1 0 - 11II P TRAP U Lo Uj Vow RADWIANCE VA1VB z d-� g� k N 12 W Z:) 17 X W COVERED PORCH (j U) ONSITE BY OTHERS z U) 0 ig: N 0 Lu < W m� �✓ LU jcl) OF NE l�i � o N� U- � PAUL S�OQ v Lu CD Lu o �i < 0 11 m `u cn ®0 Lu I— ,CI 0,96191 ��_� DATE DWG 9oFESS4 NO9/2020 /13/20 B9� a cn 0 CL CL ¢ 0 IL p APPROVED a DATE 7/14/20 w PFS CORPORATION Use 2x10 Doug Fir Latch#2 Ceiling joist,maybe 1 ST FL.FLOOR IL Bloomsburg, PA Bd NAIL EACH RAFTER"` substituted with SP#1,or Hem Fr#1 A j 3-8d NAILS EACH BAY"' 7112"x7116"RATED SHEATHING STRIP TTACH SHIM AT RIDGE AS REQUIRED WITH 8d NAILSAT 4"O/C"" I LU CD 1 114"x12"x20GA STEEL STRAP 2x4 SPF#2 RIDGE ¢ c-s U p ATTACH WITH 4-8d NAILS 2X4 SPF#2 FLIP @ 16"O.C. TOE NAIL TO SILL PLATE WITH p cs ZZ !JJ -p0 o MF� AT EACHRAFTER"' .131 x 3"NAIL @ 12"O/C°'° � �0)o ATTACHE TO RAFTER WITH 4-.135X3112"NAILS O OCN DETAIL°A" 1ST FLOOR TO FOUNDATION CONNECTION =- wco d EAVE TO PERIMETER CONNECTION 2x6 SPF#2 RAFTER @ 16°O/C DETAIL'B' Q w Iz C 2X4 SPF#2 COLLAR TIE F- DETAIL"D" 12 ROOF UNDERLAYMENT(ASTM D 226 TYPE 1)AND 15/32 AGENCYCf)ED 8 RATED ROOF SHEATHING SHINGLE TO COMPLY WITH ASTM D 225 OR O N D 1970 WITH ASTM D 7158 CLASS.G OR H,OR ASTM D 3161 Q oo "SIMPSON"MMHC 2X4 SPF#2 AT SAME ATrACI1 OTH f0 3} CD Q SPACING AS RAFTERS 2.164 nods ICE SHIELD 36"WIDE Z Z L o z 2x10 SPF#2 RIM JOIST PSON H2.5 AT EACH RAFTER FROM EXTERIOR WALL LINE J Q >-Z U 7116°OSB RATED SHEATHING AT TOP AND JOIST AT BOTTOM r1"AIR SPACE AT EACH RAFTERALUMINUM DRIP EDGE" W z (n 0= a--cL) o WITH(2)ROWS OF 8d NAILS 3"OIC ETAIL"D" 0 2x6 SPF#2 SUBFACIA m CD 0 M ZO o ALUMINUM FACIA" O w 0 o LU w 0.135x3112"NAIL 12"O/CLo 2-2x6STUD GRADE R-38 INSULATION WITH 1/2"GYPSUM BOARD VENTED SOFFIT"° m J q TOP PLATE VAPOR BARRIER 1x4 SPF#2 BLOCKING > w tY z " 7116°OSB RATED SHEATHING 2112"xV2"BEARING STRIP w Of n- LU �Ly n-o z EXTERIOR FINISH(SEE JOIST 2X10 DOUG FIR LARCH#2 @ 16"O.C. o W~ EXTERIOR ELEVATION) CL0 0 o R-21INSULATION M Q a W/VAPOR BARRIER �? INFILTRATION BARRIER 2x6 SPF STUD GRADE AT 16"O/C TO COMPLY WITH ASTM D226 71T GYP,BD 0 U 1 114"x12"X 20 ga STEEL STRAP 23/32"PLYWOOD Lo U ATTACHED WITH 4-8d NAILS AT 48"O/C"" 6 SPF STUD GRADE FLOOR SHEATHING co ATTACH 7112"x7116"EXT.RATED SHEATHING BOTTOM PLATE 2x10 SPF#2 JOIST @ 16"OIC U H WITH.131 x 3"NAIL AT 6"O.C.FLOOR BAND DETAIL°B" Z ¢>- AND SILL PLATE"' a cf) SILL PLATE&BELOW IN FIELD BY 2-2x8 P.T.SILL PLATE w/SEALER M ¢ OTHERS AND PER DESIGN BY R.A. FLOOR INSULATION PER ENERGY GRADE W 5 OR P.E. RES-CHECK REPORT,BY BUILDER- # N H m p TOE NAIL.131x3"NAILS 12"01C } =O FLOOR PERIMETER TO SILL PLATE"' m Cq OM 516"DIA.ANCHOR BOLT IMBEDDED CONCRETE PARGING COVER W m W Q IN CONCRETE MIN.7° IN MASONRY) WITH BITUMINOUS COATING W N *SIMPSON MAB ANCHOR STRAP p LLT Z MAY BE USED AS ALTERNATIVE •°. FOUNDATION WALL U)CHECK LOCAL BUILDING REQUIREMENTS CONCRETE PARGING COVER 2"MAX.DIA.GRAVEL,4" ENGINEERED FOR 1 "THIRKNFCC LL- WITH � p �, WITH BITUMINOUS COATING THICK COMPACTED ON F N E'�I :5 U (, 6 MIL VAPOR BARRIER �� Yv y C'4 LU 50 4"GRAVEL BED ,Z� yG N FOOTINGS TO BEAR ON # !. * W►n UNDISTURBED SOIL R806.2 MINIMUM ROOF VENT AREA O JO ATTICSIZEIAREA: 15.75ftX31.625ft1300=1.66sf 1, FLOOR JOISTS SZES8SPANS BASmONTABLE R5023.7(182) v ¢ 11 R UI(Bd 2. WALL STUD SAES 8 SPACING BASED ON TABLE R6023(5) ti LL/ U AREA FROM RIDGE VENT 2.45 sf 15.75X.125=1.96 sf W to AREA FROM SOFFIT VENT 2.45 Sf 15.75X053=013 sf RIDGE VENT=.125 SQ.FTJFr. �C�O I�J ~ M SOFFITVENT=.053SQ.FTJFi. A 0 9 61g*1 �� DATE D ®G q�FES S l V\ 9/2020 6/17/20 IL a- rn O IL O LL 0 Lu ATTACH DECKING TO JOIST > WITH 8d NAILS @ 4"OIC'« SHIM AT RIDGE AS REQUIRED Use 2x10 Doug Fr#1&bter Ceiling joist,may be APPROVED W I I I 2x6 SPF#2 RIDGE Lu substituted with SP#1 Bence,or SPF Select structural 7/14/20 Lu RB062 MINIMUM ROOF VENT AREA DATE FLIP RAFTER 2X6 SPF#2 @ 16"O.C. ATTIC SIZEIAREA 31.625 ftX42 ft 13300= 4.43 sf PFS CORPORATION DETAILA" AREA FROM RIDGE VENT 2.45sf 42X.125=5.25 sf AREA FROM SOFFIT VENT 2A5sf 42X.053--2.26sf Bloomsburg, PA 1 1/4"xl2"x20GA STEEL STRAP RIDGE VENT=.125 SQ.FTJFT. ATTACH WITH 4$d NAILS SOFFIT VENT=.053 SQ.FT.IFT. AT EACHRAFTER 2 1/2°x1/2° BEARING STRIP DOUBLE TOP PLATE C:) cli 2x4 SPF STUD GRADE ATTACHE TO RAFTER WITH 6-.135X3112"NAILS o W -°O o CEILING CONNECTION AT =5 -;mo MARRIAGE WALL-DETAIL'E' �30 YR.SELF SEALING FIBERGLASS CLASS C SHINGLE OVER 15# 0a ch I F3 C� ' / ROOF UNDERLAYMENT(ASTM D 226 TYPE I)AND 15132"AGENCY a o SIMPSON H2.5 AT EACH RAFTER RATED ROOF SHEATHING SHINGLE TO COMPLY WITH ASTM D 225 OR J LU AT TOP AND JOIST AT BOTTOM COLLAR TIE 2X6 SPF#2 @ 16"O.C. D 1970 WITH ASTM D 7158 CLASS.G OR H,OR ASTM D 3161 NOT HABITABLE ATTIC-STORAGE ONLY 2x6 SPF#2 RAFTER @ 16°o/c O Cf) IL ;JEti 12 12 ¢ 2X4 SPF#2 @ SAME SPACING AS RAFTER ATTACH WITH ¢y 2-16d NAILS ICE SHIELD 36"WIDE 0 Q Z FROM EXTERIOR WALL LINE O >—v "SIMPSON"MMHC R-38 INSULATION R-38 HIGH DENCITY INSULATION w d0 O= >- VAPOR BARRIER WITH VAPOR BARRIERz of 2X10 SPF#2 RIM JOIST 23132"DECKING 1"AIR SPACE AT EACH RAFTER UJ U C-) o r m0 gym_ 7/16"OSB RATED SHEATHING o 0 ALUMINUM DRIP EDGE-' O w � ui WITH(2)ROWS OF 8d NAILS 3"OIC 2x6 SPF#2 SUBFACIA F, a 0.135x3112"NAIL 12"O/C 2X10 DOUG-FIR-LARCH#1&BTER @16"O/C DETAIL"E" ALUMINUM FACIA- w w W co Z z 2-2x6 STUD GRADE 12"GYPSUM BOARD VENTED SOFFIT" E ¢ CO uJ L)0 7/16"OSB RATED SHEATHING 21/2"x1/2"BEARING STRIP DOUBLE TOP PLATE TOP PLATE 21I2°012"BEARING STRIP- D J w� EXTERIOR FINISH(SEE 2X4 STUD GRADE 1x4 SPF#2 BLOCKING EL m Q 0 C3 EXTERIOR ELEVATION) 1 114"x12"x20GA STEEL STRAP R-21 INSULATION ATTACH WITH 4-8d NAILS W/VAPOR BARRIER 2X4 STUD GRADE AT EACH TRUSS °« SHIM AT RIDGE 2x6 SPF STUD GRADE AT 16°OIC STUD @ 16"O.C. m AS REQUIRED"' O INFILTRATION BARRIERATTACH TO EACH OTHER 112"GYP.BD U TO COMPLY WITH ASTM D226 1/2"GYPSUM BOARD-/ APPROVED DRAFT-STOPPING WITH 2-12d NAILS AT16"O/C"' 2x6 SPF#2 RIDGE C0 MATERIAL"' 23132"PLYWOOD r--W 1 114"x12"X 20 ga STEEL STRAPU ATTACHED WITH 4.8d NAILS AT 48"OIC"" SPF STUD GRADE FLOOR SHEATHING Z ¢U) BOTTOM PLATE BRIDGING 112° BOLT WITH NUT 2x10 SPF#2 JOIST @ 16'OIC — I1>- ATTACH 7 112"x7/16"EXT.RATED DETAIL"B" AND WASHER 48"OIC , , Cl) SHEATHING WITH.131 x 3'NAIL AT 6" RIDGE BOARD AT CRICKET-DETAILA t/)r rr O.C.FLOOR BAND AND SILL PLATE«' M !Y LU SILL PLATE&BELOW IN FIELD BY 2-2x8 P.T.SILL PLATE w/SEALER OTHERS AND PER DESIGN BY RA. FLOOR INSULATION PER ENERGY GRADE C/) Cl)O OR P.E. 4-200 SPF#2 FLOOR GIRDER BOLTED RES-CHECK REPORT,BY BUILDER- } O WITH 112"BOLT 48"O/C OR WITH �4"xB112"STEEL PLATE FOR m Cn O TOE NAIL.131x3"NAILS 12'01 318"LAG SCREWS 32"OIC(ON SITE)' FULL BEARING OF BEAMS z J Lu Lu FLOOR PERIMETER TO SILL PLATE"' CONCRETE PARGING COVER LLJJ m 518"DIA.ANCHOR BOLT IMBEDDED WITH BITUMINOUS COATING o H IN CONCRETE MIN.7 IN MASONRY) 31/2"STEEL COLUMN U) — MA BEOUSED AS ALTERNATIVE VE '< SEE FOUNDATION PLAN FOUNDATION WALL BY BUILDER.PLANS 0 CHECK LOCAL BUILDING REQUIREMENTS ENGINEERED FOR 1D"THICKNESSIn CONCRETE PARGING COVER 2"MAX.DIA.GRAVEL,4" ��OF N��y 0� UJI WITH BITUMINOUS COATING THICK COMPACTED ON �Q. �� PAU( s 0,p C) �=06 MIL VAPOR BARRIER 4"GRAVEL BED o w o FOOTINGS TO BEAR ON - FLOOR JOISTS SIZES&SPANS BASED ON TABLE 8502.3.1(1&2). WALL STUD SIZES&SPACING BASED ON TABLER602.3(5) v UNDISTURBED SOIL m LU J U Z LL! r 2cr C�r H c� �O 09619 r—D ESSI NP 9/2020 A q/20 I ®a Use 2x10 Doug Fr Larch#2 Ceiling joist,may be substituted with SP#1,or Hem Fir#1 o_ 1 114"X16"X20 GUAGE STEEL STRAP Q ATTACHED AT EACH JOIST WITH 3 FIRESTOPPING 7-.131X2 112"NAILS— 1 114"x12"x20GA STEEL STRAP SHIM AT RIDGE AS REQUIRED � MATERIAL ATTACH WITH 4.8d NAILS 2x4 SPF#2 RIDGE > AT EACHRAFTEREL 2X4 SPF#2 FLIP@ 16"O.C. O ATTACHE TO RAFTER WITH 4-.135X31/2"NAILS DETAIL"A" ATTACHE RAFTER TO ROGE 2x6 SPF#2 RAFTER @ 16"O/C WITH 2 0.1393 10 NAILS 21/2"x1/2" BEARING STRIP2x4 DOUBLE TOP PLATE 2X4 SPF#2 COLLAR TIE LL- O 24"WIDE OSB SAME SPACING AS TAFTERS 0 SHEATHING STRIP 12 W 6 ATTACH WITH DETAIL"E" 2-16d NAILS APPROVED w "SIMPSON"MMHC 2X4 SPF#2 AT SAME Lu U3 SPACING AS TAFTERS ATTACHE RAFTER TO PLATE7i'14�2� OC 2x10 SPF#2 RIM JOIST" PSON H2.5 AT EACH RAFTER R-38 INSULATION WITH WITH 2-0.135X31!7 NAILS DATE ING AT TOP AND JOIST AT BOTTOM VAP BARRIER ATTACHE PLATE TO EACH RAFTER 7/16"OSB RATED SHEATH WITH(2)ROWS OF 8d NAILS IN OIC ETAIL"D" WITH 2-0.135X31R°NAILS PFS CORPORATION Bloomsburg, PA 0.1350 112"NAIL 12"O/C 2-2x6 STUD GRADE 1J2"GYPSUM BOARD 2112"x1/2" DETAIL"E" ROOF PANEL BUILT WITH TRUSSES 7/16"OSB RATED SHEATHING TOP PLATE BEARING STRI DOUBLE TOP PLATE CEILING FINISH ON SITE BY OTHERS JOIST 2X10 DOUG FIR LARCH#2 16"0.. 2X4 STUD GRADE SEE FLOOR PLAN FOR BEAM SIZE AND CONSTRUCTION EXTERIOR FINISH(SEE @ WALL AND ROOF PANEL INSTALLATION w N N EXTERIOR ELEVATION) AND CONNECTIONS TO BE INSPECTED Q c%� p R-21 INSULATION AND APPROVED BY LOCAL BUILDING OFFICIAL 0 ch W 000 O W/VAPOR BARRIER 2X4 STUD GRADE o 2x6 SPF STUD GRADE AT 16"OIC STUD @ 16"O.C. O_ 06Cv TO COMINFILTRATION WITH ASTM D226 m o N o00 112"GYP.BD 112"GYPSUM BOARD APPROVED DRAFTSTOPPING r ZX4 SPF#2 STUD @ 16°O/C WALL PANEL � O MATEY%,°PLYWOOD INTERIOR FINISH ON SITE BY OTHERS Q W M 1 114"x12"X 20 ga STEEL STRAP ATTACHED WITH 4-8d NAILS AT 48"OIC*" x6 SPF STUD GRADE FLOOR SHEATHING BOLT WITH NUT BRIDGIN2x10 SPF#2 JOIST @ 16 BOTTOM PLATE 1 ATTACH 7 112"x7!16"EXT.RATED SHEATHING 12" 0 C0 Lo C0 M DETAIL"B" G AND WASHER 48"O/C "0!C O WITH.131 x 3"NAIL AT 6"O.C.FLOOR BAND 2 r AND SILL PLATE'°` SILL PLATE&BELOW IN FIELD BY 4"CONCRETE SLAB—\ } o-C 2-2x8 P.T.SILL PLATE w/SEALER �o'z OTHERS AND PER DESIGN BY R.A. FLOOR INSULATION PER ENERGY ._"., RES CHECK REPORT,BY BUILDER"' - .� .....::. :..•... ..-... J O O Z Y OR P.E. 4-2x1 D SPF#2 FLOOR GIRDER BOLTED W o¢c� TOE NAIL.131x3"NAILS 12"OIC WITH 1/2"BOLT 48"OIC OR WITH 4'x81/2"STEEL PLATE FOR 3I8"LAG SCREWS 32"OIC(ONSITE)' w C7 (> o FLOOR PERIMETER TO SILL PLATE'°' FULL BEARING OF BEAMS C7 Z m— Elf 2"MAX.DIA.GRAVEL,4" z = o� 0=M THICK COMPACTED ON O w O O W 6i 6 MIL VAPOR BARRIER � 516"DIA.ANCHOR BOLT IMBEDDED a —i Lo IN CONCRETE MIN.7"gl"IN MASONRY) 3 1/2"STEEL COLUMN > U) z HOR MAY BE USED AS CALTERNATIIAVPE Q I p LU 0 .e. SEE FOUNDATION PLAN " W W to F o CHECK LOCAL BUILDING REQUIREMENTS Of LU CONCRETE PARGING COVER 2"MAX.DIA.GRAVEL,4" a_ 0� O U WITH BITUMINOUS COATING THICK COMPACTED ON [O Q a 6 MIL VAPOR BARRIER FOOTINGS TO BEAR ON• . 4"GRAVEL BED LO ctj UNDISTURBED SOIL ;3 M R806.2 MINIMUM ROOFVENT AREA r ATTIC SIZE/AREA: 22 ftX31.625It l30D= 2.32 sf SIMPSON H2.5 AT EACH TRUSS z d} Required AREA FROM RIDGE VENT 2.45 sf 22X.125=2.75 sf TOE NAIL WITH 3-0.135X3 1/2"NAILS CQ �Q IL AREA FROM SOFFIT VENT 2.45 sf 22X.053=1.16 sf 1ST FL FLOOR—\ 5 RIDGEVENT=.125SQ.FT.IFT. ROOF PANEL TO WALL CONNECTION DETAILN � m *k r SOFFIT VENT=.053SQ.FTJFT. N �0 7 10016"RATED 1. FLOOR JOISTS SIZES&SPANS BASED ON TABLE R502.3.1(1&2) m U) O t SHEATHING STRIP ATTACH 2. WALL STUD SIZES&SPACING BASED ON TABLE R602.3(5) Z �g O0 W WITH 8d NAILSAT 4"O/C"` `/y LU m� �z LU m " W _® TOE NAIL TO SILL PLATE WITH 0' .131 x 3"NAIL @ 12"O/C"` DIRECT NAIL WITH 0.135X3112"NAILS DETAIL'B DIRECT NAIL WITH 0.135X3112"@ 12"OIC NAILS OF NES 0 NLU 4 CA) WALL TO WALL CONNECTION DETAIL o� PAUL SyO ® 3:'! � LULO O � a- LUW J Q 11 m w? U w En 2cr Cr I— �oA`�°FEss+� 6/17/20 FD AT 10b 9/2020 � J FLOOR FRAMING EXTERIOR WALLS (SIDE AND END WALLS) ROOF FIRAMING STUD TO NAIL .135X3112" 3 AT END 2X4 OR 2X6 STUD FASTENER TYPE OF SIZE OF NUMBER OF BOTTOM PLATE FASTENER TYPE OF SIZE OF NUMBER OF IL LOCATION FASTENER FASTENER FASTENERS STUD TO TOP PLATE NAIL 135"X3112" 3 AT END 2X4 OR 2X6 STUD LOCATION FASTENER FASTENER FASTENERS < JOIST TO NAIL .135"X3-1/2" 4 NAILS END NAIL TOP PLATE TO 2 AT 12"O/C 2X4 OR 2X6 PLATE TRUSS TO CO GIRDER TOP PLATE NAIL 135"X3112" NAIL .135"X31/2" 3 TOE NAILED EXTERIOR WALL < JOIST HANGER MMLU8 8d HANGER 6 NAILS PER TOP PLATE LAP TO GIRDER HANGER NAIL°* HANGER AT CORNERS AND NAIL .135"X3112" 3 —TRUSS TO 1 NAIL PER NOM.2" OF NAIL .135"X3112" d Bd HANGER INTERSECTIONS CEILING BEAM CHORD HEIGHT JOIST HANGER MMLU8 2 NAILS PER HEADER TO 3 AT EACH END TO JOIST HANGER NAIL" HANGER NAIL .135"X3112" (2X6 OR 2X8) � STUD 4 AT EACH END 2X10 CEILING BEAM TO NAIL .135"X3 1/2" AT 6"0/C JOIST HANGER MMLU8 Bd HANGER 6 NAILS PER HEADER TO 12"O/C ALONG EDGE MARRIAGE WALL 0 TO HEADER HANGER NAIL" HANGER NAIL .135"X31/2" LEDGER 4"OIC FACE NAIL HEADER + 112" RIDGE PLATE 1 NAIL PER NOM.2" OF LU TO GIRDER NAIL 135"X3112" AT EACH JOIST .135"X3112" 3 AT 16"OIC 2X4 OR 2X6 PLATE NAIL 135"X31/2" j BOTTOM PLATE TO NAIL TRUSS CHORD CHORD HEIGHT 24"0!C AT TOP AND BOTTOM FLOOR SCREW 1/8"X 3" 2 AT 12"0/C 2X4 OR 2X6 PLATEAPPROVED w FLIP RAFTER 1 NAIL PER NOM.2" OF CO BUILT UP GIRDER NAIL .135X31/2" STAGGERED.2 NAILS AT END NAIL .135"X31/2" 12"O1C ALONG EDGE TO 2X PLATES NAIL •135"X3112" FLIP RAFTER HEIGHT BUILT UP HEADER ANDAT EACH SPLICE DATE 7/14/20 HEADER — WALL TO WALL NAIL .135"X3112" 12"OIC FACE NAIL KNEEWALL NAIL .135"X31/2" 4 NAILS END NAIL AT INTERSECTION STUD TO NAIL 135X3 112" 2 PER STUD PFS CORPORATION TO JOIST AND CORNERS SCREW 1/8"X 3" 12"01C 19132"OR 23132" ADHESIVE PLUS ADHESIVE PLUS BOTTOM PLATE Bloomsburg, PA SUBFLOOR RING SHANK 135"X21/2" 6"ON EDGE,12"IN FIELD STUD TO STUD NAIL 135"X3112" B"0/C STAGGERED —TRUSS TO TYPE OF SIZE OF NUMBER OF TO JOIST NAIL + 1/2' CEILING BEAM FASTENER FASTENER FASTENERS 112"OR7/16"SUB- INTERIOR NON LOAD BEAREING PARTITION WALLS JOIST HANGER LUS 8d HANGER 6NAILS PER W N FLOOR TO JOIST ADHESIVE PLUS 6"ON EDGE,12"IN FIELD FASTENER TYPE OF SIZE OF NUMBER OF TO CEILING BEAM HANGER NAIL°° HANGER Q U) o (first layer attached .131"X2112" 9 o to floor joist) NAIL + 1/T' LOCATION FASTENER FASTENER FASTENERS ' w �N JOIST HANGER -LUS 8d HANGER 2 NAILS PER �—o (first layer of two STUD TO 2 AT END 2X4 STUD TO TRUSS CHORD HANGER NAIL"' HANGER O c� OC N layer floorsistem) NAIL 135"X3112" =c® ofcvo 1/2"OR 7116"SUB- SOLE PLATE 3 AT END ZX6 STUD JOIST HANGER LUS 8d HANGER 6 NAILS PER r o FLOOR TO JOIST ADHESIVE PLUS 6"ON EDGE,12"IN FIELD STUD TO 2 AT END 2X4 STUD TO CEILING BEAM HANGER NAIL HANGER <LU 2 RING SHANK •131"X21/2" TOP PLATE NAIL .135"X31/2' — (second layer of two + 117 3 AT END 2X6 STUD 2 NAILS PER p p layer floor sistem} NAIL HEADER TO JOIST HANGER LUS 8d HANGER O a)Lo NAIL 135"X3112" 2 AT EACH END(2X6) TO JOIST HANGER NAIL' HANGER DOUBLE OR 24"OIC AT TOP AND BOTTOM STUD 3 AT EACH END 2X8 r o 2 NAIL .135"X3112" STAGGERED.2 NAILS AT END "4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBO ES ER-5426 p 0 Q} TRIPLE JOIST WALL TO NAIL .135"X31/2" 2 AT 12"O/C ANDAT EACH SPLICE p Z LL�z JOIST TO —F I FLOOR ROOF FINISH �< Zx NAIL 135"X3112" 4 NAILS END NAIL SCREW 1/8"X 3" 1T'O/C w U)O O o a PERIMETER z = ¢g 135"X31/2" 2 AT 12"O/C FASTENER TYPE OF SIZE OF NUMBER OF w C7 m U M "4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBG ES ER-5426 WALL TO NAIL LOCATION FASTENER FASTENER FASTENERS o w O C:, w w 1/B"X 3" CEILING FRAMING WALL SCREW AND036X3"X6" EACH INTERSECTION 7/16"OR 15132" a J LO GN PLATE PLATE OSB OR PLYWD 21/2"X0.131" 6"OIC ON EDGES > w ui z FASTENER TYPE OF SIZE OF NUMBER OF SHEATHING NAIL 6"OIC INTERMEDIATE U.1UJ W w i o LOCATION FASTENER FASTENER FASTENERS WALL TO NAIL .135"X31!2" 6"O/C TOE NAIL p 0 rY w 1 NAIL PER NOM.2" CEILING 5/B"PLYWOOD 6"OIC ON EDGES p p 0 0 JOIST TO JOIST NAIL 135"X3112" OF JOIST HEIGHT SCREW 1/8"X 3" 12"0!C OSB OR PLYWD NAIL 2112"X0.131" 6"O/C INTERMEDIATE m Q o JOIST TO 1 NAIL PER NOM.2" INTERIOR FINISH SHEATHING NAIL .135"X3112" PERIMETER OF JOIST HEIGHT NUMBER OF FASTENERS SHINGLE TO SHTG STAPLE 1"X 314"X16 GA 6 PER SHINGLE O HEADER NAIL .135"X31/2" 1 NAIL PER NOM.2" FASTENER TYPE OF SIZE OF STUD SPMNGU TO JOIST OF JOIST HEIGHT LOCATION FASTENER FASTENER 16"O/C 24"O/C ROOFING "'� DOUBLE OR 2 AT 8"O/C EACH SIDE ±1/2" NAIL 120X21/2" 6 PER SHINGLE r--W UJI NAIL .135"X3112° DRYWALL TO ADHESIVE PLUS #6X1-5/8" 24" + 1/2' 24" + 1/2" ~ --r TRIPLE JOIST STUD SCREW � <U PERIMETER TO STUD NAIL 135"X3112" 5 DIRECT + + C/)1/2' = W SIMPSON SCREW SDS 1/4"X3" 2 DIRECT DRYWALL TO SCREW #6X1-518° 12" _ 1/2" 12" _ 1/2" ROOF CEILING FRAMING CEILING N 5_ U JOIST TO EXTERIOR FINISH U) °°$ `" PERIMETER'°"' NAIL 135"X31/2" 4 NAILS END NAIL FASTENER TYPE OF SIZE OF NUMBER OF m C j p M Z LOCATION FASTENER FASTENER FASTENERS BUILT UP LVL BEAM-ATTACHE TO EACH OTHER WITH.135"X3112"NAILS z J OJ w Z JOIST TO NAIL .135'X31/2" 4 NAILS END NAIL JOIST 1314"X16 GA 3"OIC ON EDGES 6"O/C,TWO ROWS STAGGERED,2"FROM EDGE m W 7116"OR 15132" 6"0/C INTERMEDIATE L Lu v? HEADER OSB OR PLYWD STAPLE TO JOIST NAIL .135"X31/2" 4 NAILS END NAIL SHEATHING 1 3/4"X15 GA 4"O/C ON EDGES Vy _� � 8"OIC INTERMEDIATE NOTE, LL o LL- DOUBLE O/C AT TOP AND BOTTOM 518"OSB OR 2"X 15 AND16 GA 4"O/C ON EDGES DOUBLE OR NAIL .135"X3112" STAGGERED.2 NAILS AT END PLYWDSHEATHING STAPLE 8"O/C INTERMEDIATE OF N E!� p N TRIPLE JOIST ANDAT EACH SPLICE 1.FASTENING SCHEDULE IS DERIVED REFERENCING CODE o 7116"OR 15132" 6"01C ON EDGES PRESCRIPTIVE REQUIREMENTS,TABLE R602.3(1),R602.3(2). A� PAUL O ® Q RAFTER NAIL 135"X31/2" 3 AT EACH JOIST OSB OR PLYWD NAIL 8d,0.131"X21/4" p� �'.s, '9 O o TO JOIST SHEATHING 12"OIC INTERMEDIATE AND WFCM. BUT DUE TO MANUFACTURING REQUIREMENTS *��,Z, G p Lu� EXTERIOR PERIMETER NAIL 135"X31/2" 24"OlC AT TOP AND BOTTOM EXCEEDS SPECIFIED FASTENING. o w o STAGGERED.2 NAILS AT END 5/8"OSB OR 10d,0.148"X3" 6"0!C ON EDGES e` J _ TO INTERIOR PER. NAIL 12"O/C INTERMEDIATE vn LU v Vii ANDAT EACH SPLICE PLYWDSHEATHING SIMPSON 5 NAILS RAFTER 2 w ZZ ZZ MMHC HINGE NAIL 148X1 1/2" 5 NAILS PER JOIST VINYL SIDING INSTALLED ON SITE(LOCAL JURISDICTION) S =(� H ch Z PERIMETER RIM TERTEO NAIL .135"X31/2" 6"O/C TOE NAIL OARS 096 (3 � 6/AT o D-WG 9/2020 �a i I . INN -••' •• - . • •• :-• •• :-• •• E�- MINE IMENNIMEN ME IME MEN MM EMEFEM -- M M • �� i�ME MEIMMEN • ®__ ®__ ®__ �__ _ �__ EM_� M__ EM__ QOM_ �®® �®� �® �UM� MM ®o mom IMEM� •• M MEMM AMM AMM MMM AMM M_ mom A MM M� A MM �M_ MM ��M 'Sliding Glass Dr. MM MM MM MM M MMM M • 1 1 • ��_ MYMMMIIIMZ_ ��_ _ EMM_ _ M •• 1 1 �® SM®® M�_ � •1 1 ® MMM MM_ MM® MM ®MMMI MM ®mom MM ®_ MM MM • I 1 !1. _EM® _EM_ _EM_ _M_ _EMS MEMMEN EMEMINE MEM_ MMEM_ • 1wfm _EMMEN _EM® ®E _ _M_ _EMMEN _EM_ _EM® _EM_ _EM_ Infiltration1 1 : EMEM_ ••. MM_ _EM_ IMEMINE � ' • _ _EM_ _EM_ _EM_ _EM_ XIIIFI4*EYjTF.jj(M EM �9 M- 1 MEN IMMEN EM MEN EM IMEMINN • • -••' ' Personal • M • •• • #Exposed Walls MEN MEN INS MEN Exposures Room Dimensions MEN IMMIN IME ME 'Room Special --- gth MEN IMEMN Mw MEN _®_ _®INE ..." ® • ; ®®® ®� �� AMM Sliding Glass Dr. EM EMEMINE _EMIEN _EM �MM _EM_ _M_ MEM_ MME_ - I 1 _�_ _�_ _MM_ _EM_ _OM_ ��_ _MM� _EM_ _EM-_ 1 1 _EM� _�_ _EM_ _EM_ _EM_ _EM� _EM_ -EM_ _EMIL DATE 7/14/20 ��j�>a. ►IiJ�► I n ►' �iCuJJI�� PFS • • _•, Bloomsburg, PA • /• • ! 1 1 1 lar. Azo 1 -------- N05'S4'00'W 505.10' r � l ! ti -... )1)iO1 Y O°• O'F,r f � \ lei'\ NOW � 44 b .. all- IT,e' °�� • aa) :sin t � §'iS" J• ,. a `. =:>: or `a! a Oa• O' Oe O,a• zv O,2• 1 sem) t tet^ r' ATLAS LOCATION z' xu Fre<aav e ,• O;¢: O •O J e ,r O, Or 1 x w-9c„sT,g W ,m a,om <n,cr e.er,re . Rronea G,- P,c!e' "vmn Ou' 6 0, su O,f2,r }� f ' `'•, } l•min,z 3 ©,c Ole- <O O Oe CJe- a O,a• t � :, �pp . s• U -- -- O`s• r Cie Oe- or, Ole r C \ v I a:..,, aaAmwe ww zr�„a• O'a" CbW ' O,z• 1 ^\ ex7 1 /-� 1 O J< ` • ,wn..maw s!a x,n. / O m• O,z• •r� Y }''• r\ w 1 j \\�}f\ } ).sat•G► or 1 Rre<m1 ret. = 25' max. I ss° CIO" tJr te Oa• �e• 0'r0- ar 1 >� i P.c cow UP j 4- 8 _ ac O,a• Chr Or Q,o• e ^\e z yfj u. x2 O,r 0,. 1 1" ,J ft 7: ^ ze a f o ww ® Ore• Ore Jsn O,c• ,o- O+i• ,. v r Jn'° ° Cha. 0- 0<•---.7 IN , j ...d J.. ter- F,n.c rm,. S0 't 3'min. 8• <.n. e• O 4' zsa a- c- ` °' , - •^ y 1. I 0C''"Ck• O O Ol<- O,.• ° Cie e,-n,ea.cFo.e.sa-a a J- O"� Ciao- / 7•' amaun FFm(pn aw w,mmna Qix• .)' . • +'+ 1 W�. l �• w On i 1�20,e• are )n ra<obv O< P,s• x.: °''• 0i. tea. ssa a0. wen °: v -r •_y + ¢ '\ +� a.o ✓ 1 ,�. }G •� d 2 z_ o W Qtr ,aY r I /•PR > w 14.r i/J/j1/\\\-°n 1II r \,.` aJ'<A ' as O„ OzOs-,e 0,e•"7<O..a, 1t q` e-C;O6',z OOl'r•"t G'S�Lt¢]+'z Pogrmo11a p2po7Lseco :s• J�yp°Lu•r`�_1{1J' "Sl�i e-I1 z,1a -,t¢.. _A � f OO,. .I ¢I �sy sats y,ou• >.. QaN li o _.c �n 's-OJ' �} � ,�DQ Ear"AN Ff 106.0 ULEACHING POOL DETAIL Q. P Existing t Story 50.oS. McsonChurchC! °' ea a , 'O. Q i Reet � ra 2 57 �^•` �ia J<`,l ,°. 'rte I �� Oso. r.n. e' lila.-le��}"'•,•, colc .vas m¢. na r t t (n r�7a_ Ql.• �',+(., o' ,1N '" ,. ?.o ..a i + vs 1 uon.-a rata i Y"T': t 1 } 1 € Os s.wK M. 10r '`fir? 'u.: -zs_• g a 1 1 7• Oa J,s o g i R ou1FALL 1 /el ! 5 O 1+•�� +�_ C o•Q,c,e.o'L7.D„cl 1'>a e" Mlserq/ 50,x. +°- �a. ��}}�- � E• a �; \•''!'l b�T� c 1 t�.aC�'.'a rain I'+�cc - � all 0,s• Cx- 'V 0:- ,\Y•\ fe ,b .z .,z a. WIN-- 024- IN-- a'm`�. `o 0z<- Q,s- ,;�O,aJO c s 1 z ie• _ .e..s�ay ay -_ a -- /�'° 6�.7g' m 1 V1 Q .-.r= _--�- r•SOff`�5a7D t a�te°u:.a Faw n.n nsz w i ZI SEAL a1n ,��.,,.•.nh 5.T2 i .- � a AVENUE !I f REEVES -� �V REVIEW ONLY DRAB' DATE 01/22%2020 1N 2 01/22%2020 DRAWN BY: ATE SEPTIC TANK DWELLING Date: 7/14/20 CHECKED BY: M,1R PFS CORPORATION SCALE: DETAILS OF CC:hS':RUCTfON TEST BORING - December 14, 2017 Awnor aREa 5.54 ACRES i, A Mini-a1 4 tomes apvoved re,afaa<c Performed By Soil Mechanics Drilling Corp. Sacred Hemi Potato D,¢<aet<aMrete Sa!ta,n De th Bloomsburg, PA 14300 Alain Rood 2423a2,B so. FT. 2 An a!eel e,dlameler by 5 fee:nigh app'-d-,.toted Drc<a_t MotStudt, Nl' ' onJ,ele stoat ring. Classification Of Sail 1.0.- Subiecl property crd dwellings wilkin 150' OAT UM: RAVOBS Pll YSTEF.f OFSIGN: Fraw, To I property ore connected lc public water, REw510N: 3.0.epDr°..e°rE,nicrcaa Frecos:ep„Crne 6.'vich!hTl,slab!Fp.n 1S`-�� yI of LEGEND- L GEi`1D � DATE/COMe£ENL :a.n creos o.a!rafre Seo.i.,g snob.n ari.e. ODTFAl.l 1.MASONRY CHURCk Grana 1.5' Doric Brown Grecric Laem (OL) " Note: 10' min se arclian between 4.prop T r..vst ce p*r.ea«olner.,se fumy attxned 5.tote f F proposed 5-L;okd deptn m„=1 x<,oat mm�mvm. sAuaaq+' water service and proposed sanya facilities 1 EXISTING CONTOUR LINE C.B. Cotcn basin r.ra�c Lh!..ah 4:.)' Brown Silty Sdnd L.^.dm, Trete G-0. ROOM (OL) ry 'PROPOSED CONTOUR LINE O G.V. Cos +owe 1 <sG Stals,<cPGlsEa:a,dLG.c cFL Mater Proposed sanitary feclLties do notEXISTING SPOT ELEVATION: 98 B2 .1,3 M.H.0 i-hoe Ca occur 1n povea areas. =U!iya Hyd,ent { SANITARY SYSTEM CALCULATIONS a1 CL r Y e 675.0 coat 4.0' 6.0' i.ionl 8rawr Al-F Sold, T ace. Gr<.ol. Sat, CCcrso and (SP) PROPOSED SPOT ELEVATION: RR e? LIMITS OF DISTURBANCE I'a L.P. U9,!,t Pc^ i 10tH CCS�Gk rCaw'- 180G.a GPJ SILT FENCE T ----. --.- P 5.1.0. Sarlece :ef Crain i AHCMAp C FLf}A• 5o' i 8.0' Ten/L,gn1 Braver.Sona, T,". G,.,el, Si!t (Sp) fa 1"U.P, utility pile :Rbl.J atER ua,�GEaEg'Za,:E< 00FALL 2. PROPOSED RECTCRY I am mi;lor with the "Stcn,7ord5 for Appro:+01 AREA WITHIN DISTURBANCE LMT: 2.2 ACRES IZ MM Y/alar tP le atLGW4eU DP6Rf 5U^:a>D/ac PRaPa°ED a[oCRY e.0' 10.6 b.ht erowo u-T Sano, t,— Gr._,. s!t. Comae Son°(sF) Gnci Con Siruction of Subsurface SersOpe D'iSDOSOI TREES TO BE PROTECTED SHOWN AS:( I - 1Y v. Mate, ,•o:we -`'SDRC`u5.75 GPLlfiCa Zi5 F'G 9 S.SE tc a bW aFplap ]]}6.a o-a +orrcr sIa z 25oo 4r ,o"LPG/Sr _ +.yc GPD ?yS1ER:5 1Gf jingle Fa:•rtlly Residences Gild '.V,I a/= ar Cend:lioner TREES TO 8E REMOVED SHOWN AS: i - i _ _,._�_ O..erneca tires -- t0.o• t3.0- tach; BI- Fine Sand, 'rete S•n, ued Send (S=) abide by the Conditions S'Ct forth iilC'i r. %Ind Ni11dBER OF TREES TOE REMOVED: 30 J )CIaC C4.iCrl CtC'r.' J)5 CFL _ ` O Papa j .rC;HSm the rmii SFPur: TutR api) 13.0 'B.0' .i r: Brown M.-F San pe tC• Construcl. C%,S1:r+G PLC ON? uweck <sp sC1s. 15 cFpi sLal A75e cFD Ri.C1AREa: SIS GFa z dors 'S tl. tract Grarei, SHt tSPj GRAPHIC SCALL SANITARY IsGG G-;. FRLM5F,a REc)aN', PRaRgsLp' Il)e'd:a..5'LWGIC Dirni;rtnR- 15ap Lot. (JF, i -- SD 0 ]0 SC tip idd PLAN S!'SDRfiCMs NCG9G,u5.7S LFG/&'.i P 1E5 CPC 16.0' }22 0' Braver.r•A1 Sano. T'o[e 5::1, Gro'+tl Grr,,,E sp<r 15_2 s r .c ab Gfp/Sr :. 15C'n SA^Jn+RY I rAc!'A: pM` rstslGrl : ---_ _ aCCL'i4EC 375 LFL'=l15 GFplsr;-21^_a CF I En° GI Daring; 22' i -•- "-"-- --- '-"-' tptaL !v!,"o CPO 15L SF-251 5�/n !Sat n Gro:.^_z<ter EnED::rNerec. cl 20,-4' -_-� +L:DC M.< ',].0 CFO srple 5Ysl E.v DEpuss�r FF,<l+tlSfL•. (!)d• , ,2'Cir pEFa.SCF fi'l �- -- -- --_ -.�- :N FEE,; sc bE. 1' = 30' 51TE PLAN HATCH KEY: Cl- PROPOSED BUILDING ADDITION Nps°54'00"W < Q 505.1' Q U H 0 PROPOSED ACCESSORY 5TRIJGTURE W Z O ---- N Lu A PROPOSED 2ND STORY J W 1 O Z J J H J ' ~ Ln Y � O O O Lo O , = 0 . Z FACE <E� : a J 00 - i�ROFOSED FRONT GOVERED i�ORGH REAR DECK PROJECT LOCATION & SCOPE J / - SITE PLAN & ZONING DATA O IMA I N RESIDENCE DES I C NEE E I LED 5`I' OTHERS I zQ Z 4 QmQQ •QQ GENERAL NOTES LL W o Lo Q LO ENERGY TABLE STRUCTURAL DESIGN CHARTS 1 FRO JEGT ATA / ��00�•®O STRAPPING, & NAILING DETAILS Lu FASTENING SCHEDULE / PROJECT / ZONINC DATA / TAX MAP # 1000-114-II-ILu QaQQ�•QQ FRAMING GRAPHICS U ZONING DISTRICT Ro/R-40 BEAM CONNECTION PATTERNS V / LOT AREA 5.6 AGRE5 FIREBLOCKING DETAILS Q PROPOSED FOUNDATION PLAN Lor covERAOE j PROPOSED FLOOR PLAN a`y DESCRIPTION (FOOTPRINT) AREA VERAGE PROPOSED EXTERIOR ELEVATIONS N I -J z -�Q I •QQ DESIGN DETAILS 1 242,302.8 707AL LOT AREA S.F. EXISTING CHURCH 5,782.0 S.F. - 2.4ry I I 1 EXISTING RESIDENCE 2 895.0 S.F. IPROPOSED FRONT COVERED 245.0 S.F. 0.195 1 PORCH PROPOSED REAR WOOD DECK 225.0 S.F. 0.1% I I ' I , TOTAL AREA OF ALL STRUCTURES 9147.0 S.F. 3.890 1 I "MAXIMUM LOT COVERAGE ALLOWED - 2090 a uj IREGUIRED 5E - RE5IDENGE -_................... ........ .. _..._ - _ o 1 III o REG2UIRED EXIST. PROPOSED i; COMPLIES Z i � I i 1 FRONT YARD 50.0' 50.0' 56.3' YES Q SIDE YARD 15.0 O I 154.4 195.6 YE5 J I 1 Y i I REAR YARD 2 50.0 314.5 299.7 YES I a I;I i 111 Ilii � 1 I F= I I a I I p X I 1 i w I 1 I r•I 1 N ; I FW- N I O O I i PROJECT: PROPOSED REAR ,: ' SACRED HEART � DECK I PARISH _ I NEW DECKS 1 54.4, 520 REEVE AVENUE MATTITUCK, N.Y. 11952 01 l7 - 1 t1 RESIDENCE DRAWING TITLE: D WIN T DESIGNED $ FILED > ' STI,-,,,,,^ ter.. r' :ri .. ioiy/> x %,. U BY OTHERS f,. ,'_ _ �. PROJECT LOCATION & SCOPE ' ,< r' , .., r: �ri { i /;. ;�»;. moi%>� „i �. ;, M ., m . „r% i.,,: SITE PLAN & ZONING� " ,��,r�� :,; . ; ;/ �_: G DATA I " �D,{<;y ate'it a iC: ,' ,gR ..y 'g,�'r//<,'.l' ';/r.'yj% f.' ✓tea. ..�,' "'f '', % >s' , ,`�.k',.q� Ad/4", ox 'IA L F �. yy {1^\] ,• , '�, iT y w fig'.. „�.' , a „ , I n � O M r n ""'44—v ----1 �..,.,82 AGE. P EXISTING SEPTIC TANK; AS PER -'� ,/ PF , > ppy�o a zo ---- ' 1 __--_- SGHD STANDARDS A MINIMUM ` %„ - - 'D-F - -- - - G-001m00 OF 5'-0" SEPARATION ,. ,' ..• :."» "�. , � .• »� , ,/�„ .►-� PORCP� REQUIRED FROM SEPTIC TANK , AND PORCH 8.5 PROVIDED , 1 pp "„/ �°` ',. ,,pp «F<.>» f6•'' >” ti7' %';is .,'<' DATE: 05/24/21 ;qW p M:wyf, �,'qg• T// -SITE PLAN HATCH KEY: PROP05ED BUILDING ADDITION N05°54'00"W U : 505.1' O PROP05ED ACCESSORY 5TRU0TURE 10DW Z O W N PROP05ED 2ND STORY / W � 0 / F Z JO Z ry �.... J t••- J �'' F- LA TM t: a t� O rF IN EIV H I A / 0 ! O O ' 00 ,Q PROJECT LOCATION & SCOPE Z 0 FROf=OSED REAR DECK rq SITE PLAN & ZONING DATA Y ri O - MAIN RES I DENGE DES I C NED FILED 5'r OTHERS z >; 4 / � Z N GENERAL NOTES Lo IIX W %-I ENERGY TABLE a Lo STRUCTURAL DESIGN CHARTS STRAPPING, & NAILING DETAILS w FASTENING SCHEDULE FROJEGT / ZONINC DATA � 0 / TAX MAP # 1000-114'-11-1 W —QQ�•,QQ FRAMING GRAPHICS BEAM CONNECTION PATTERNS / ZONING DISTRICT RO/R-40 U =LOT AREA 5.6 ACRES FIREBLOCKING DETAILS w Y PROPOSED FOUNDATION PLANa \ / LOT COVERAGE PROPOSED FLOOR PLAN \\ DESCRIPTION (FOOTPRINT) AREA COVERAGE PROPOSED EXTERIOR ELEVATIONS A-201 .01 DESIGN DETAILS �.. p TOTAL LOT AREA 24:2,502.5 � I EXISTING CHURCH 5,782.0 S.P. 2.495 vF 0 1 EXISTING RE51DF-NCE 2,8g5.0 S.F. 1.2% IEX15TINO FRONT PORCH 80.0 S.P. 0.0% 1 I PROPOSED REAR WOOD DECK 225.0 5.F. 0.1% N TOTAL AREA OF ALL STRUCTURES Sg82.0 S.F. 3.795 z I "MAXIMUM LOT COVERAGE ALLOWED - 2095 Q 1 I z REQUIRED SETBACKS - RESIDENCE w 1 w I REQUIRED EXIST. PROP05ED COMPLIES 0 z 1 a I FRONT YARD 50.0' 50.0' 57.5' YES v 51DE YARD 15.0' 154.4' Ig5.6' YES a 1 I z w I REAR YARD 50.0' 314.5' 2gq.7' YES 0 0 u 1 I w 0 I ix O uj M w V w ao I I U d w , I N I I I � \ rl PROJECT: I q5.6' PROPOSED REAR SACRED HEART DECK PARISH NEW DECK I � I 15.0' 520 REEVE AVENUE I I MATTITUCK, N.Y. 11952 I I o I fll D RE51 DENCEDRAWING TITLE: DESIGNED 4 FILED " d BY OTHERS ,77 �: �. � ,<.>_ �� s: n \ I �\: �:. ... . �.� ��,' :,�x�... \.. .:�.., PR LOCATION &SC E .,�.�. PROJECT & i .... .. ... �. .., .�., ..�: `, � SITE PL G DATA of ... a \. Asa: x I A.. S `..y...,,t.ix W, \ < .,\<a• ��° �. x r n=s°�;\,.,,, ��.: .9„e+'1„ _�, Y , \�.. �<.��: �.\\`�\�` :r':\a�\\ ..u.£<�"^ .EYu••.. _'� B.s <A �� .�� n`,� x J. n \.\\\.,,. c �. s; \, \\\, 4 \ \> \. \ \ \., � _ EXISTING SEPTIC TANK AS PER � .� SETS _ 3 �.: .\\ ,x .\\\ ��\. ��\.\ :^'� NT YARD :a �. :\. _ _ SGHD STANDARDS A MINIMUM - - - „ \ OF 5 O SEPARATION G-001m0ml \gip. REQUIRED FROM SEPTIC TANK x,x. . .\ .\. \ AND PORCH 8.5 PROVIDED ox\ ' ., \ e\. \ J.a \a ;iia ,�\. ,„�.,.: ,a• �.' ..\�. "\ .,,.. ..\�..� ,\\, g DATE: \, I"'= ko \ 11/09/21 54 �,\ a bao�3.,• ., P xs .x I Vi °°4< .' -& S .mE ' �: Z, SITE LAYOUT NOTES: .„ x < •$.. ': I <� :.� ��' pix I. THIS IS AN ARCHITECT'S N \\ N\\ T SITE PLA 8 IS ��\ \, ,.�, �\�\ �� Bre$f _ �.� � „`,�. _�. •'� > • n ...... ,45,' F , . . .: �, a3w. '`. `S �f :.\�SUBJECT TO VERIFICATION BY A LICENSED \aa � � ,�, SURVEYOR. THE INFORMATION - g � > : ' 1 REPRESENTED ON THIS SITE PLAN IS TO THE Jam. s: sr,\\\ ►� ARCHMECT 5 BEST OF KNOWLEDGE. a�.\a �' ;.• , : .,: „ tea. .m:' . . '..: :§ xi \ 3 t „ VI �,, c I \\ ;, 2. SURVEY INFORMATION WAS OBTAINED \ \ 1 z _ �\\ _..�.- ":fie. �.. \. \E •�° + ��°°' '�: FROM A SURVEY DATED JANUARY " tom•. �„' � �"�,. q �' �st•. Y1.r. F9 'aro .y�,' .'aw� `�.. �'o,' >.Y..'t],:' AND PREPARED 1 2020 BY: ��• »a ati`p E.: I c -t B �� ak ��1 :$" --�--- ORT O 5CIVIL . ,,�.,,n N HG A T �. 23 SPRING STREET : :.. , "fit .a.. ._.—•-— OYSTER BAY N Y ' " _ _ , .\\\�m.0\ � t r. .�. �, <�'a ,: � aaa. ro \.\ `:�ft\at. �'a; L;:;�' -"s 'y... \<,Prpt ; >.,a:,,,« < ,> 'vc� s:, �I U \ / �' '��"%. �' «z ��c�<..° v\�a ca\tea\��:;ib: �, q22-3031 .., Y ( ) d�:.x Pb \ \ xt 508 55 E' � �\\ < PAR71 AL. S I TE FLAN L.OGAT I ON MAi� AMr SCALE: NTS SCALE: 1'-0" = 40'-0" NOTES � 5FEG I f=1 GAT I ONS FOUNDATION, CONCRETE. AND MASONRY CARPENTRY WOOD FRAMING MATERIAL STANDARDS AE35REVI AT I O I V J O IT 15 THE CONTRACTOR'S RESPON5IBILIT'f TO KEEP THIS CONSTRUCTION DOCUMENT SINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = &75) UNLESS THE PROVISIONS OF THIS 5TAI'4DARD ARE NOT INTENDED TO PREVENT THE USE Q U TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION H SPECIFICATIONS,AND BE FAMILIARIZED NIT-4 THE PLANS PRIOR TO e1ORK SUB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING W Z O THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN0 BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIOR J CN 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENErq RAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K KIPS (1000 LBS) W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF THIS DOCUMENT 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. PROVIDE SILL SEAL/INSULATION. 51ZE OF BILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS Lu � APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF MAX. MAXIMUM �- Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR V) Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-BAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL J = y. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMP051TE LUMBER, .J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU5EE5, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM � � `S 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE 5TANDARD5 OR 6RADIN6 C) AND AUTHORITIES HAVING JURISDICTION. UNTIL I� TIER OF FRAMING IS IN PLACE. RULES SPECIFIED IN 1.1 THROUGH 1.8. G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 188 a Lo it� 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, OF THE OWNER/BUILDER 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED Z 8. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER &RADIN& OR INSPECTION A6ENGY 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 50LID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER 7 O . SHALL BE CLARIFIED WITH THE ARGHITEGT/1=N&INFER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE WITH THE WORK. b. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY = 11. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-005. CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 11. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THEZ b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2& P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-1111. DFE DF-51ON FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q Lu UNLE55 APPROVED BY THE ARGHITEGT/ENCINEER. DAYS OF 4,000 1.5.1., U.O.N. � J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE J 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 11. GONG. SLABS TO REST ON MIN. OF b" FINE &RAVEL OR SAND WITH ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A 1 110.1 STRUCTURAL GLUED LAMINATED � 1* 0 BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS PL. PLATE Z C) 0 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING E OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRMING. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED A. PLYWD. EACH APLYWOOD Y 0 WOOD I-JOI5T5 SHALL MEET THE PROVISIONS OF ASTM V5055Z 11II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPEC FOR ESTABLISHING AND MONITORING . DO NOT 50ALE DRAWIN65, WRITTEN DIMEN51ONS TAKE PRECEDENCE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRE55URE TREATED (1) WALL TIE PER (5) 5Q. FT. NAILING AS PER FA5TENIN& SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS , 10. OWNER/BUIRDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT REQ D REQUIRED J N CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL LL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EXIST. EXISTING RI RISER Lu= CD RA II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. APPROVED EQUAL. EVALUATION REPORT. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BA5ED WATERPROOFING TO EXTERIOR OF FOUND. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI&HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EMBLIES EXT. EXTERIOR RM. ROOM 0 Q PERMISSION FROM THE ARCHITECT. rI J O FROM FOOTING TO 2 ABOVE FINISH GRADE. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF RE5PONSIBLE FOR DESIGN INTENT ONLY. Ib. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES 14. PROVIDE 'X' CR055 BRACING AT JOIST5, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE FAR FLOOR AREA RATIO BTL. STEEL OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEOVENCINEER. NO EXCEED &'-0" AND AT EVERY V-0". 60VERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SET FORTH IN THE MANUFAO7URER'5 CODE EVALUATION REPORT. LV 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE F.A.V. FRESH AIR VENT S.Y. __l SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 0-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED TIMES. AT THE COMPLETION OF WORK, THE c:ONTRAGTOR SHALL REMOVE ALL ARCHITECT/ ENGINEER. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS [FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN 5TANDARD FOR METAL PLATE __ W BROOM GLEAN. WHERE EVER APPLICABLE. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DE51ON DRAWIN05, F- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PACES 5-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 111. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA FOUND. FOUNDATION T.O.W. TOP OF WALL 0 'J AND ORDINANCE5. MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 51JB MEET THE PROV1510N5 OF A5TM 056 SPECIFICATION FOR GYPSUM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C57 5PECIFICATION FOR 6YP5UM LATH, OR ASTM 0711 FRGS FLOOD RE515TANT CONSTRUCTION ELEVATION Tr TREAD Q p THE 51,18-CONTRAOTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 111. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR• FRAME TYP. TYPICAL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL `', 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 5'-O" BELOW GRADE. MEET THE PROVISIONS OF AN51/AHA AI35.4 15ASIG HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITEOVEN&INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL \ ATTORNEYS FEES ARISING OUT OF OR RE5LILTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH GLAI'M, DAMAGE, L055 OR EXPENSE (A) SITE WORK METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. � VERIFY IN FIELDh; 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ W1TH ITSELF INGLUDIN6 THE LOSS OR USE RESULT'IN& THEREFROM). (B) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, MANUFACTURER SUCH A5: HANOER5, NAIL5,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE RECEIVE CLARIFICATION FROM ARGHITEGT/EN&INEER PRIOR TO PROGEEDINC. ETC. FOR ROGATIONS SUCH AS: LEDGER EP SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 0152) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REOARDLE55 OF WHETHER OR N',OT IT 15 CAUSED IN PART BY A STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN& DRIVEWAY AND BUILDING 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. SITE. STOCKPILE ALL EXCAVATED MATERIALS. A. TRUSS JOIST MGMILLIAN 1.11E MIGROLAM HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE 6-P LAM 1.&.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-5TRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-HORK,FRAMING, NAILING, PLACING ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 5. PROTECT TREES WITHIN EIGHT FEET OF THE 5UILDINC. 22. I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. Z AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNIN& BUILDING GORE, AUTHORIZATION OF THE ARGHITECT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFAGTURER'5 1.8.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL Q MECHANICAL CONNECTIONS: CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A20W AND ANY 111. THE CONTRACTOR SHALL BE RESPON5IB'-E FOR ANY SHOP DRAWINGS REGUIREMEN75 ASSET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONSI. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIM150N" MAY BE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE Q OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS iu 20. CONTRACTOR TO REMOVE 4 RELOCATE: AS REQUIRED ALL EXISTING WORK 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINMMUM CRITERIA SPECIFIED RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1114.1 CELLULOSIC w EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. BY "SIMPSON" MANUFACTURER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. Q SPECIFICATIONS, UNLE55 NOTED OTHERWISE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 1.&S. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOCKIN5 AS PER NEW YORK ACCESSIBILITY STANDARDS. LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON„ MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I O THE 57UD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL a 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION F- w UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/W TO THE EDGE OF THE STUD. REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. COPYRIGHT PROTECTION ACT OF 111110 (AWGPA), WHICH HAS SEVERE PENALTIES. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER m 0 MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 02 GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, w O I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER Ir jr SPECIFICATIONS OF THE PRODUCT BEING INSTALLED NOTES, AND TABLES ON PAGE 6-003 6-004. THE FASTENING SCHEDULE 2.2.1, BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME 5 18.2.1 SQUARE AND to w w STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING z 0 0 HEX BOLTS AND SCREWS (INCH SERIES). Z O NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w 0 w STATE ENERGY CONSERVATION CONSTRUCTION CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2 a O ARCHITECT 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). A5ME 515.2.1 SQUARE AND HEX BOLTS AND SGREW5 (INCH SERIES). w 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOEDOWN ROGATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 a w WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME b. ALL CONNECTORS 5PEGIFIED ASA SIMPSON TOP MOUNTED BEAM CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: (AFSPA) AMERICAN WOOD COUNCIL (AWG). BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN rl WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE &OVERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. N PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® w 4. ALL MECHANICAL WORK SHALL CONFORM' TO THE 2020 NEW YORK STATE ASPHALT ROOFING SHINGLES EXIST. WALL5 d 12" LONG HOOKED BOL75 ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ~ O I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-6LA55-A ASPHALT ROOFING POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A655, 5TRUCTURAL QUALITY, MECHANICAL GORE AND 2020 NEW YORK STATE FUEL OAS CODE. SHINGLES OR APPROVED EQUAL. WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TINO, U.O.NJ. GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 7AE3LE 8501 .1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE IN A BHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CONSTRUCTION GODS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) +t ANCHOR BOLTS, CODE EVALUATION REFORT5. AND WATER BARRIER FROM EDGE OF SAVE+f INSIDE EXTERIOR WALL U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG GROUND SNOW LOAD 25 LBS SACRED HEART LINE. 24" FROM ALL VALLEYS, AND ROOF FL FLASHIBHI NG CONDITIONS. w/b" RISE $ w/(2) 5/4"0 BOL75 THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BA51C WIND SPEED 150 MPH PARISH GENERAL WIND PROTECTION CONNECTION NOTES: 5. PROVIDE FLA5HIN& NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF DEFLECTION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES CONSTRUCTION;55TD 10-119 AND 2015 5150 HI&H WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE 6OVERNIN0 BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE GATE&ORY 5 CONSTRUCTION 4. ROOFING 15 TO BE APPLIED IN STRICT ACGORDANOE WITH MANUFACTURER'S AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 NEW DECK I. A CONTINUOUS LOAD PATH B 'S BETWEEN FOOTING5, FOUNDATION WALL5, SPECIFICATIONS. MANUFACTURERCODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5. NAILING OF ROOFING SHALL BE TO CODE. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 INTERIOR WALLS sf PARTITIONS H/180 WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE NOODSGREw5 (INCH SEIZIES). 520 REEVE AVENUE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF ISG SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PERMITTED FLOORS 6 PLASTERED CEILINGS L/560 FROST LINE DEPTH 5'-p" MATTITUCK, N.Y. 11952 5. METAL PLATES, CONNECTORS, SGREW5, BOLTS AND NAILS EXP05ED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL 2:12 PITCHES TO 4:12 PITCHES AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 5. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF EXTERIOR WALL5 W PLASTER OR STUCCO FINISH H/Sbo DRAWING TITLE: ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL THE SEALANT TO UPLIFT FORGES USING A5TM D 6581. GENERAL NOTES 5HEATHING AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE: OF OPENING. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. STRUGTURAL DESIGN LOADS PAGE: 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48" AND EVERY I6' WITHIN 4 OF EXTERIOR CORNERS. USE LIVE LOAD IDEAD LOAD -002w00 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR SORTS HAVING A MIN. BOLT DIAMETER OF J" AND 5"x5"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY DATE: 11/09/21 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS PA55ANGER VEHICLE &ARAGE5 50 psf AS PER PLAN AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 429 10 psf 15 psf ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SLEEPING ROOMS 50 psf 15 psf i STAIRS 40 psf 15 psf l GUARDRAILS AND HANDRAILS 200 psf 15 psf 12 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 15 psf FOR CATH25I'sf �I . *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN55 AND OTHER STRUCTURES) T'I'R 1 GAL NAI NC/STRARFNO REOU I REMENTS FOR (L f) FASTENING SCHEDULE A Q v UFL= I FT, SHEAR, $ LATERAL Jul I ND RES I STANCE NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p F= � (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Z_ IY x 20 GAUGE -- SIMPSONEQUIVALENT - G520 (COILED STRAP AND ROUGH OPENING FRAMING REQUIREMENTS) T-44" " " ) ALL NAILING I5 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE j ALL STRAPPING TO BE FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) w >_ FASTENER SPEC. FASTENER Z GONNEGTION A DESCRIPTION AND QUANTITY SPACING OJ = Z NA L_ NO ORID D \� ROOF 4 CEILING FRAMING 11-- � • I.DIM's ARE ALL MIN.M's BASED ON USE OF ONLY A Ibd O O O COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER fL Lf) Cr AT RAFTER TO RIDGE 2.YJOOD 15 ASSUMED TO BE Dr,#2 4 BTR. IN DRY USE -itm CONNECTION: R.R. 2 SERVICE.SHUL CEILING JOIST TO TOP PLATE (TOE-NAIL) 5EE PAGE 6-005 PER JOIST Z 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL �ry • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP = FOR STRAP - 3 8 d COMMON �. HOLES,SET NEW MEMBER. Er NAILS ® EA. END OF STRAP, j0 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-16d COMMON EACH LAP Q W FOR ROOF SLOPES UNDER 5:12 WITH O.J.1 G.TIES • • 5.SEE SECTION 6 FOR ANY REGYT TO CLINCH THE NAILS(TO J00 ROOF SPANS OF 24 OR GREATER, T16HTLY BOND THE END OF THE NAIL TO A 410 ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE .. USE GRAPHIC,BELOW)4 8 d COMMON NAILS ® - Z 0 C> EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END J 1-4 SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE 1-1 O RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q z It CONNECTION 81 i$ E32 AT RAFTER TO TOP PLATE TO STUD 'j cV CONNECTION: WALL FRAMING LO m T1 • V- u) 000 FOR STRAP - 3 8 d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON 1 PER FOOT 0 J O . . EA. END OF STRAP: • • WHEN IN TOWN OF (SLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • • SEE • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN I ---� E31 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. w I SIMPSON # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES +► FOR TOENAILING - 5 8 d COMMON NAILS V USE SAME ' TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD CONNECTION ' FOR G.J. TO R.R. - CI I(0 d COMMON NAILS REOUIREMENT5 FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1� PER FOOT V RAI5ED G.J.'s(WHEN `� `- AT G.J. TO G.J. GONNEGTION: ENDJOIST, or BLOCKING (PAGE-NAIL) _ J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW ..J COMMON NAILS , FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAMING Q CONNECTION C,1 4 C,2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END ; BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END AT STUD TO FLOOR ASSEMBLY ' GZ -~—~- TO STUD GONNEGTION: BLOCKING TO SILL or � ''�Y • ! TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK G FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T f ° � NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-Sd COMMON PER JOIST t FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST -- --1 1 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATHING z a STRUCTURAL PANELS: 1: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD CONNECTION DI i$ D2 SOLID PERIMETER EDGE ZONE ad COMMON b" EDGE / 6" FIELD Z BLOCKING GABLE ENDWALL RAKE OR RAKE TRUSS W/ Sd COMMON 4" O.G. a I EA.BAY > UP TO a" RAKE OVERHANG J " AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING z PLATE(S) CONNECTION: D2 a I = 1 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° o FOR STRAP - 3 g d COMMON NAILS ® EA. 1 pa DI ° • END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING z a o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - m 0 _2 _16_ d COMMON NAILS STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELD w o ° ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N w w \ ° ° FLOOR CONNECTION W/ # LPT4 51MP5ON (OR ------- bd 11Ls STRAP EA. Z p w STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ,.._� OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) o p0 2 ALTERNATE USE 51MPS0N H2.5A) (> a � Lu STRUCTURAL PANELS: GONNEGTI ON E ...-•- I" or LESS: ad COMMON 6" EDGE / 12" FIELD T-4 • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD .---." "-- " • N • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a 0 W PLA7E(5) CONNECTION FOR EXAMPLE, IF ALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 0 rI SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ° cd SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 41 ° a 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16P NAIL PER FOOT. ° ° a FOR STRAP - 3 8 d COMMON NAILS ® EA. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH < ° END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER E06E ZONE ATTACHMENT REQUIREMENTS SHALL BE SACRED HEART PARISH - �'""`--.....•„�^ , ° ° s FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. �. _2_ _16_ d COMMON NAILS NEW DECK 520 REEVE AVENUE MATTITUCK, N.Y. 11952 SFL- I Ci I NO OF TOF FL.ATE GABLE ENDNALL BRAG I NG/STRAFF I NG DRAWING TITLE: TOP PLATE BLOGKIN6 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT SPLICE BAYS BACK® LESS PROVIDE LENGTH �{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" O.G. To Ac;HEVE RAKE°O.H. STRAPPING & NAILING DETAILS I I FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 540 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLICE'-2'" BUILDING MINIMUM 5PLIGE`2A,4 DIMEN51ON (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: Sd NAILS EA. END I2'-0" 2'-O"/2'-6" 12'-0" 5'-0" OF EA. STRAP : ATTIC Ib-O I6-O 4-O — — G-003000 fT 20'-O" 4'-0"/5'-0" 20'-0" 5'-0" t H I BLOCKING 2 BAYS 24'-0" 4'-O"/5'-O" 24'—O" 6'-0" BACK ® 4'-0" O.C. DATE: 11/09/21 3 OF 6 25'-0" 51-011/61-511 25'-0" -1'-0" 52'-0" b'-O"/'7'-6" 52'-O" SECOND FLOOR I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 5'-O"/IO'-O" 40'-O" 1I'-O" $LOCKING 2 BAYS PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK O 4'-0" O.G. 2.TABULATED SPLICE LEN6TH5 ASSUME A BUILDING LOCATED 50'-0" IO'-O"/12'-6" 50'-O" 15'-0.. IN EXPOSURE B TYP.STRAP H/(5) I Sd NAILS EA. END ^,d 5.TABULATED SPLICE LEN6TH5 ARE BASED ON 8 FOOT WALL 60'-O" 12'-0"/15'-0" 60'-0" Ib'-O" OF EA.STRAP HEI&HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT ` LATERAL LOAD5 SHALL BE MULTIPLIED BY H/8; 1: FIRST FLOOR FOR ALTERNATIVE WALL HEI&HTS MULTIPLY THE ABOVE -IO-O 141-01- '70--o" la-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 7 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" 22'-O" Alq'WALL- 1.125 1 IO'WALL- 1.25 BLOCKINC72 BAS II'WALL- 1.515 THI5 COLUMN w/MULTIPLIER BACK® 4=0" OYG4 . 12'WALL- 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS I �I/� I I,�I t� /� � I/� a*) (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F 1 RE B L-O G K I` 0 FOR F L A TF O RM Y `4O O i./ F RP°"�M I I O Q 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: D D s 0 (FOR ENGINEERELUMBER [ie. WOOI-JOISTS] SEE MANU. SPEO.' FOR ADDITIONAL INFO.) w AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 z O a 1/4 OF A WHEN G IRDER,5 MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER EIDE BY SIDE ARE CONTINUOUS OVER _j T1 PATTERN I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES I— r-I BLOCK I N,O UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS 10d NAILS• 12"O.G. P Q w >_ • THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST � � TUD5 STUD B (3)ROWS IOd NAILS o I2"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. I— Z SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O W Z (2)ROW5 I/2' m BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -J SUBFLOOR G DBL.• ENDS TWO-PIECE ! PLATE SERVE AS FIRESTOPPING. J SOLE PLATE BUILT UP GIRDER P MAX.32" SOLE PLATE D (2)ROws 1/2" m BOLTS a I6"O.G. NAILING: L 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIREsroPPING. E (2)ROWS I/2" 4'BOLTS• 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF O BETWEEN 1/6 EACH PIECE, OTHERS 5TA50ERED WITH A DISTANCE tj 5. FIRE57OPPINO SHALL BE 2 INCHES OF WOOD BLOCKING LL. LO Ix F (2)ROWS 3-3/6"TRUSSLOCK SCREWS• 12"OZ. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-15U5TISLE FILL. SCREWED ON(U SIDE of MEMBER LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH Z (2)ROW5 3-3/B"TRU55LOCK SCREWS• 16.O.G. TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE O 6 SIDE w/ IOd NAILS, SCREWED ON(1)SIDE OF MEMBER C JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = H (2)ROWS 3-3/8'TRUSSLOGK SCREWS• 24'O.C. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. �— JOIST SCREWED ON(1)SIDE OF MEMBER Z THREE-PIECE 'I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W MAXIMUM OFFSET (2)ROWS O E30TH 51D SCREWS m 12"O.G. Q J BUILT UP GIRDER MAX.32° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS J JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51DE W TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. J 00 MATCHED SIZE OF BLOGKIPd6 (2)ROWS 5"TRU55LocK SGREW5 a Ib"O.G. 4 UNDER NON-LOAD 5EARIN6 FIRESTOPPIN6 AND KSCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE > q* O BLOCKING OTHERS STAGGERED W A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. Z 0) (D PARTITIONS ® 32' O.G. STUD L (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETI^lEEN I/b „ DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a I/4 of A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y r"I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO FOUR-PIECE 6IDER5 ARE TO BE A55EMLED AS 5TRIN6ER TO 5ERVE AS FIRESTOPPING. Z >: GANTI LEVERED FLOOR I.NOTE: S a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED Q Z r"I OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN V OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR m C a CONNECTION PATTERN 'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH w cV VJ W STUD 2.WHEN 5CREWINO OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO w rq OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP&IRDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH p• GIRDERS ARE TO BE SECURELY ANCHORED TO I � O � SOLE PLATE 2"x4"CONTINUOU5 &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O Q SUBFLOOR TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LATERAL BRACE o 6 O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND J015T , 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION 5HRINKAOE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON N A I L. I N C PA TTE RN S F O R S 1 D E L_O A D E D B E A M S (10 . FLUSH B E A MS) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- G NONCOMBUSTIBLE LATH, EXTENDINTO CHIMNEY FACES, WILL SERVE 10)8d LS AS FIRE5TOPPIN6. NAI FIRE- WOOD FIRESTOPPING FIRE5TOPPIN& STOPPING FIRE- STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING SroPP1NG SOLE MULTIPLE-PIECE MEMBERS w JOIST * 5d COOLER NAILS a Io" O.G. NAILE�� BOLTEDN I, J XM NM VERTICAL ♦1 J BLOCKING 2x4 BLOCK NAILED TO EA.BRACE 2 ROWS Ibd S ROWS Ibd 2 ROY�1Y 2 ROWS 15" Z ROW515' I FIRE5TOPPING H-EN U W/(4) IOd NAILS COMMON COMMON BOL75 24' •12'O.O. O 12'O.G. O.G.BTA6E+PRED° oBOL 12"�• 860 O.G. "„,;';��I,�,' GOVERIht6 15 APPLIED STUD GYPSUM BOA 20 ga. STRAP TWo ROWS 12”O.G. THREE ROWS 12"o.G. To��IlvoiSors Q (10) 8d NAIL LOCATION I LOCATION 2 LOCATION 3 DOUBLE PLATE * 5d COOLER NAILS® 10" O.C. BEAM SELECTION w/ 5TD. NAILING o o 0 o " LOCATION 4 J015T SHALL BE LOGA�'ED DIRECTLY *NOTE: ENDWALL STUD AS NOTED IN NOTES 7 8 8 a o " o " o o " s DENOTES ALT.FOR USE OF DRYWALL SCREWS NOPIRE5TO PINTS LOCATION � , BLE VER STUDS, UNLESS TOP PLATE 15 4"o EDGE/12" • FIELD FULLY BLOCKEDI.TOP AND BOTTOM Rows SHOULD BE 2"FROM MOMSOLE Vaoov FIRE5TOPPIN6 OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STACeERED TWO ROWS 6"O.G. �:` FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND R.M. OO O O OO OO OO OO OO OO OO _ O Y ERLA I D ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 2'SPADE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. ITO BE FILLED ® NONGOMBU5TIBLE FIRE5TOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. o 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4'0.r,.NAIL SPACING. \ \ LOCATION 7 STD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: ` 5TRAPPIN&w/ 1.2 ROWS OF Ibd COMMON NAILS(12'oz)FOR vEPT45 12'OR LESS 4 5d NAILS LOCATION 8 FIRE5TOPPIN6 LOCATION rt \ • EA.END m R.R. b.5 ROWS OF 16d COMMON NAILS(I2"OZ)FOR DEPTHS OF 14",16"t 16'. LOCATION 10 FULL WIDTH 2" BLOCKIN ZO (1) Z N GONSTRUGTI ON DETA I L_S Vel I ND LOAD PATH GONNEGT ON DETA I L_S 0 TOP PLATE DRILL 2"0 INTO ROOF F- DECK FOR STRAPPING INSTIL. NOT TO SCALE Q INTERSECTION DETAIL _-- EXIST.OR NEW W NEW R.R. SET w/ R.R.BELOW W UPPER TOP PLATE LAPS 4 IOd w NTMOU5 LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s Z Q 2 U R.R.6N NEA 4 EX.N IA SSHOM KINO STUDS 0 PLAN VIEW za 00 NOTE: SIMILAR® 'SHED' WOOD JO Is WOOD JO 1 u. N ROOF,R.R. IN LINE CRIPPLE STUD an wo BLOCK I NOJOIST HANGER HEADER > E GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR ui 0 w U > INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADS o 2 WOOD OI RDER JACK STUDS 0 a m j MAIN MEMBER WOOD JOIST w I p Ile N i Li.l 0 JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: vIAM.X5 APPROX. 30° w/THE MAIN MEMBER Q STARTED APPROX. Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, SACRED HEART I. NAILS SHALL BE DRIVEI4 PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'as AT A ct0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN PARISH MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL NEW DECK BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILSE30TTOM FLAT E30TTOM FLAT 520 REEVE AV E N U E IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. E BATHTUB SUB FLOOR - DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, N.Y. 11952 GHIM. CHASE SEOURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE. FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d 5LK'6 TO R/1- SIDES w/ STRAPPING TO R/L SIDES) PAGE: TOP PLATE ® O _l W N WIND RESISTANT CONSTRUCCC T ON ONNETORS GHIM. CHASE WALL a Q V - d) G-004" mOO o CONNECTION LOCATION: PART NUMBER: NOTES: o'�lu R I DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS tuz Q a z-RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 11/09/21 4 OF 6 LL w ROOF o o a RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER Nz qq REa'D SLOPPING NPLATE-TO-WALL STUD 0520 @ 18" TO ALIGN w/'TRAPPING 4 �� EO � APPLY TO EACH WALL STUD ® EA LEVEL THE FIRST FL ® z< X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD ® HEADER-TO-JAGK STUD 0520 @ 1211 FLOOR/01-0. . APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD_j ; N,0 SHEAR WALL HOLDDOWN ANCHOR 55TB 16 APPLY TO EACH S I DEWALL END ` IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE SIDE \/IEW PLAN VIEN (USE WITH 3" SQUARE WASHERS) 1 USE THE FOLLOWINO OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q U OENERAL NEW PARTIAL HEIGHT p ~ Z O _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. w CN J WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL, WHEN APPLICABLE) 4'-4" F- -4--4142, Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL d; WOOD FRAME (L.G. STL. ® POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL A-2011 NEW 2) P.T. 2"X10" 0:2 - - �- POST FOR 6" WALL5), U.O.N. — I � NEW 2-HR FIRE RATED _ry I � DROPPED BM. 1 O I Q 1 Lf) Ix WOOD FRAME (L.G. >- � m 5TL. r �� WHEN APPLICABLE) �2 T-2" -2" �2 - --- _ 0 NEW (2) P.T. 2"X10" I er i, Q p DROPPED BM. Q f W J 00 ----- Z d*) CD e� rI a < Z e-I LL w(D lA Ix ri r Lo H _30 HOUSE DESIGNED 4 W FILED BY OTHERS IIr V Ell W I_- U El ❑_❑❑❑❑11 m- _❑❑��0❑❑07 117 F 71 DO ❑ ■ ■ . . FE 10 1 Ell❑❑�❑�� 1 an I EXI T. GONG. PORCH ❑❑❑❑❑❑❑❑ FAST ELEVATION (FRONT) 5r-,ALE: 1/5" = 1'-0" EXIST. SEPTIC I I FOUNDATION PLAN NOTES z_ O FOUND $ POSTS FOR WD. DECK: WD. P.T. POST a P. GONr, PIER UPON FOOTING AS PER fi�i�Ofi�05I7OU�lI7T 101� 'L. �l a DECK DETAIL (TYPJ D H z FOR WOOD STAIRS ® GRADE: 50ALE: Ila" = P-O" > 2O 4" THK. P. GONG. PAD 8" WIDE x REG2'D LENGTH UPON w 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® J w MAX. Ib" O.G.,U.O.N. (MIN. 5 STRINGERS) p TYPICAL LEDGER BOARD 0 EXT. DECK: Z O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOIST5 a 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS U 00 0,00 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d M N BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL w p m cr w u- _ u N --b'-O"------- W V W O E O m w V d � I w ei tx � N NEW w \ WOOD DECK o 111 225 5.F. ei NORTH �10 (RIOHT SII E) 5/4" DECKING PROJECT: SCALE: I/8" = I'-O" EXIST.VENT SACRED HEART - PARISH NEW DECK 520 REEVE AVENUE FLOOR PLAN NOTES MATTITUCK, N.Y. 11952 OSTAIR 4 RAILING NOTE: 1. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI s MIN. 10" Tr - RISERS SHALL BE CLOSED DRAWING TITLE: 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OFA 4" cp SPHERE; HOUSE DESIGNED � 56" HIGH HANDRAIL b SPINDLE SPACING NOT FILED BY OTHERS PROPOSED FOUNDATION PLAN TO ALLOW PASSAGE OF A 4 0 SPHERE 5. GRIPPABLE RAIL AS PER CODE PROPOSED FLOOR PLAN PROPOSED EXTERIOR ELEVATIONS PAGE: A-101m0l DATE: 11/09/21 5 OF 6 ❑ ❑ a NEST ELEVATION (REAR) SCALE: 118" = I'—o" FROP05E 7 FLOOR PLAN 50ALE: V8" = I'-O" a) Q U D F-Lu c%j O W Z J e"I W w � z W >- Ox Z N J 13 J N 'Zw0O H Lo M- mO m Q W 0 I�I/2"9"Q O OF ARE BALUSTER a O 4 m (STYLE TO SELECT) 5/4"xb" P.T. '* m EXIST. EXTERIOR DECK BOARDS P.T. DECK JOISTS AS Z /-SHEATHING NOTED ON PLANS O SIMPSON H2.5A RAFTER = 0 EXIST. SIDING MATERIAL TIE (OR EQUAL) 5/4" x REO'D z BUILDING PAPER I HOUSE WRAP 5/4"xb" P.T. DECK HEIGHT P.T. RISER Q W 11 TO FULLY OVERLAP FLA5HING BOARDS —1 EXIST. STUD 1�lALL 5/4"xb" P.T. —— —— ——— — ———— 'J 0� l GAP FOR -_ DECK BOARDS > 11 O DRAINAGE 5/4"x6" COMPOSITE 2"x BLOGKIN& ® EA. Z O (fl DEGKIN6 N.O.N. ON PLAN/ I ( Tq 5TRINGER TO MATCH SIZE J r'I OF P.T. DECK JOISTS Y O "Z" FLA5HIN5 SECTION/DETAILS) (2) 1/2"4) HOT DIPPED &ALV. Z � 4 F - BOLTS ® EA. POST w/ OVERSIZED P.T. D.J. AS _ Z = —WASHERS 4 END NUT PREBORED FASTEN STRINGER TO Q Z PER PLAN cV INTO BEAM,POST, DECK TIE 8 BLOCKING (MIN. b LLL ,J N FLASHING _ RIM BOARD A55EMBELY �. FASTENERS) W (fl DRIP EDGE P.T. DECK JOIST Nosh COUNTER AS PER PLAN _ P.T. BEAM AS NOTED frrP� Lo JOISTS AS PER PLAN FASTENED w/(2) >C FLASHING N -- SOLID BLOCK ® 12" O.G. 2"x12" P.T. STRINGERS ® Ib" O Q 5/8" (P x 5" LONG HEAVY DUTY &AL. 4 THK. x I WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® LA6 BOLTS ® Ib" O.G. INTO MUD SILL 8 (2) SIMPSON DJTI4Z (I) I/2 � H.D. GALV. THRU OF STAIR P. GONG. PAD i EA. STAIRWAY) RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER DECK J015T TIE ® BOLT w/ OVERSIZED WASHER w/(2) 5/5"0 x 5" LONG APPROVED BY 'SIMP50N' (OR EQUAL) ® EA. POST P05D4NDECKJ015T TIE MASONRY ANCHORS ® Ib" O.G. EA. JOIST 2"xb" P.T. BLOCK IN BETWEEN _ SIMPBON ABA44 W "Z" FLASHING ® COLUMN BASE X ALLECKING SHALL BE FASTENED EA. STRINGER. FASTENED TO P. GONG. PAD w/ la/64 x m Q w/COATED DEGKIN6 SCREWS BY EXIST. FOUNDATION WALL N 4x4 P.T. POST "CALIBURN" (OR EQU 5-1/2" CONCRETE L) MIN.NS BYf "DECK MATE" (OR EOUAL) F- II GRADE (5) SCREWS PER BLOCK qo,, MIN. W 12"4) 'SONOTUBE' FILLED ° II 11 H /�` SOLID w/ P. GONG. ,U ° GRADE (;RAPE = J rF LF—D ER GONNEGTI ON I�ETAI (MIN. 4,000 PSI) A-201.018" Q SCALE: 1" = 1'-0" o 4 EX7ER I OR NOOD STAIR IDETA I L \ A-201.01 50ALE: 5/4" = I'-O" 2 EXTERIOR V400D DEC,< Drz7A I L A-201.01 j SCALE: 5/4" = 1'-0-1- (5 '-0" (5 z_ 3 a 0 z w J w w 0 z Q 2 U O a za LLN w E cr O w � N � w w 01.1 O E 0 Lu a� N Lii a � o � PROJECT: SACRED HEART PARISH NEW DECK 520 REEVE AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: DESIGN DETAILS PAGE: A-201w0l DATE: 11/09/21 6 0 F 6 < r I � SITE PLAN HATCH KEY: 1 PROPOSED BUILDING ADDITIONN05°54'00"W --—� - ---- d z+ PROPOSED ACCESSORY STRUCTUREz 0 uj C14 _-- PROPOSED 2ND STORY y / .. I--- H LLJ 0 / F Z OO O a Ln cr >- 11" o0 / o ll�- RO�ET FE : FADE K : z / J / -- - - -- - - - - -- - --- -- - --- -- J 00 PROJECT LOCATION & SCOPE Z O FROPOSED FRONT/ COVERED FORGE+ $ REAR DECK SITE PLAN & ZONING DATA O / MAIN RESIDENGE DES I C NED FILED 3Y OVERS a z o GENERAL NOTES Lo Er Lo ENERGY TABLE O / — j STRUCTURAL DESIGN CHARTS -,,.,T D A T A . - - - -- -- - --- -- ------- - - -- ------------- - -- - - ------ ---- �s00�.�� STRAPPING, & NAILING DETAILS FASTENING SCHEDULE / PROJECT / ZONING DATA O --- -- - --- - -- — -- - - V TAX MAP # 1000-114-II-I I W FRAMING GRAPHICS �- V / ZONING DISTRICT RO/R-40 _ ---I BEAM CONNECTION PATTERNS v LOT AREA 5.6 ACRES i; FIREBLOCKING DETAILS pw PROPOSED FOUNDATION PLAN . / LOT 00VERAGE f j PROPOSED FLOOR PLAN DESCRIPTION (FOOTPRINT) AREA s0_ Lor ^ _ -11 PROPOSED EXTERIOR LS_EVATIONS ' ' COVERAGE y I-- ----- -- --- -- ----- ---- -- --- --- z, _ 242302.8 .00 DESIGN DETAILS I o TOTAL LOT AREA d' I EXISTING CHURCH5,'182.0 S.P. 2.4% EXISTING RESIDENCE :2,e,-15.0 S.F. - 1.2% - - - - - - ------ ---- ---- -- - - - - - - - -- - - -- ----- —-- IPROPOSED FRONT COVERED 245.0 S.P. O.I3o PORCH PROPOSED REAR WDOD DECK 225.0 S.P. 0.130_I! - I I I TOTAL AREA OF ALL STRUCTURES C114-7.0 S.F. �'I 3.5% !! I MAXIMUM LOT COVERAGE • ALLOWED --203'0 I I I REQUIRED EXIST. PROPOSED COMPLIES ° p I FRONT YARD 50.01 I 50.0 -56 3' - YES SIDE YARD 15.0 154.4 1x5.6 YES I � I REAR YARD 50.0' 314.5' 2cia.7' YES I --- - - - - I N I I ~ � Z I I LLj I I 0Lu ILLI I I I I PROJECT: - 1 95.6' PROP05EP REAR _ " SACRED HEART I DECK �_�;r: _- -�•., , f..;1.'_° ,� `�' ` PARISH 1S!AY 10 'M21 NEW DECKS 54.4' I 520 REEVE AVENUE ---- * MATTITUCK, N.Y. 11952 r I � f i 1 RESIDENCE DRAWING TITLE: DESIGNED 8 PILEDa�. e'er �.gy �,s\a�.v..B♦,><.a„s`,��, .a- ;, .';..>., .< \:, '.:.:�'•-a:� ' , \„ P_--R- _0\\,\r\ BY OTHERS . SITE _ PLAN LAN &- ZONING - ON I_.-N— G-- DATA.�iON LOCAT1 & SCOPE Y 5� t \ t„ _. ,t � w .: � .. M " •.ra •,<., fx'I «..._`. f 1 £ 4 At_ tv\, ,,3, & ,g� -.:�' -•i.#, =`\:.a��,.,. sA Qi tla .:xYv r . c, a^ g .a r, • ..a .,r .., ,• �"� t�, >� ° .,,..*'�. ,.: ."�..�.� �:Cr� ✓!'mss' ..rx. �°�. ',.�\,,..: r. ra get..., .. I .„ 31.4 ,:_.a'.;:�_: a \ u @ a > w l > \ , .. \.. -. ,. > '-M g�a .>. .a,: ro'.,M,>..x ',•^`-�.p a,�Y_ `.\i.,. \"\:>. y -re �>y�¢ #rpm 5 s� �.WV 3, h kx n \ i. I �l e � e oaa p it : 3 „ , r0 s >o x _- ,\ .. v ,, is ,• >.,e„>.: \i:.>` - - PROPOSED FRONT Y 7.. s ��, J am RED PORCH .. € - COVE <. il <Y' > £> `.,try, \, \. M? 3a a`5• ”\`� 4. 1 'A >nw ^s e _+ _ _;. ., .... , .^. �:.' �./ _,,,r,.•.:'gyp a... •<_� ;, ,,�° ,{\ a E 4 t' Y n ' DATE: 04/20/21 �x A: m ; n �. 10 6�\ I a� w . 51TE LAYOUT NOTES: 1 PLAN .I THIS IS AN ARGHITE TS SITE IS )� >� z., " q .[ \;�:•'� 3.4 , ate, m . .1 z L'• E R:. SUBJECTT O VERIFICATION BY F >• :.�:.. �< •r A LICENSED �;__ x<. �K y '#a;' J•R wen,. SURVEYOR. THE INFORMATION ��. �� REPRESENTED ON THIS SITE PLAN IS TO THEi' ,» �' �. �" ARCHITECT S BE5T OF K a° g ,:, ,_ a a.4 g g <\:> \�.>, 4 3f :;:tea �. 3 r Y� a m" �'Yy, ,., n {� •Kis a� x .�a.. w I ^A ,., .._.... Y FORMATION WAS OBTAINED '��'.. -�,, x` �k x:77'..7�:�„ ,„,,.� .t, r.:i- i. � <� .,.-..e. :> :: i ..v`a'• .!s \s"•.�«,o acvn' .aa -`^' :':z`<`. ''?`;'.^ . FROM A SURVEY DATED JANUARY 22 _ p,-a 'rrk,aM �x » '.. g't a" L a."' 2020 AND PREPARED BY. � ate•, �N dam'`°:�� _ ,.:�. . 4. e .. <,.,�? :.�, � is ,.»� x>.., t:..,,\. a.v* ,r. 'Y,: �-',..• �� axe; �",� ,,y:�.,.�, dA � .^t - a_ _..�_ NORTHGOAST CIVIL .,.� ,; �� t � .:' aa' ^' „ ,•`>s: � .� � �•:, „� Y. ._ ", ,.3',x 23 SPRING STREET ea - I OYSTER BAY N.Y. � �, ,:N.v:`�x•.: '� �� Y. » ` „ ��:`.," ,a�. ��> � `�:-t ;�- ,�G' U x S� aY>- \ � - :w` .,_ ,>�.Y � .x ., ., .. $ $, ..y `;'Y£s }x' efi..s5a" �•;�\,�� 516 a �, „> „_ 22 3031 » _ ,..m .. :3 e' .. i f° ,a< i a0 x >„ i� s ... _ .,..-: .p. x>. ,ate, d. E t. 5 O t \ O „ _ .>. .. .:.>.�� a \arc :", _ LOGAT) ON MAP .�>.�",u,�>, w a,",,,\„,\,t . ��„e.a :.�.: .,,,,,. �� o� �� PARTIAL S 1 T�_ FLAN _ SCALE: NTS SCALE: 1'-0” = 40'-0" __j - � � 1 - - - _- - --- - -- - ----_- - - . -____ - -- - -_ --- _- - _ .__- ----- __ __.- --- _ - ---- - - _____ I \ / NOTF-5 ,$ SFE(C.I F I DATIONS FOUNDATION, CONCRETE, AND MASONRY CARPENTRY WOOL-;FP,- ,',_ ,,A7F '"l �_TANDAF,:?�, AE35RE Y I ATI ONS i 0 M # _._ U FIR ARCH 2 4 BETTER Fb = 8?5 UNLE5 -�� ._ O"- TP to P -- - - -- -- -- - __ -. -_ __:- _--- _-- -- _- __-_ _ _- - JI U IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTION 70GUMENT BINDER I. CONTRACTORS O PREVENT THE USE - -- T06ETHER AT ALL TIMES. IT IS AL50 THE GONTRAC:TOR's RESPONSIBILITY ro READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OTHERWISE NOTED. OF AtPY '!,1ATF7 I k)t_ OF'.i',L�^D OF-- CONSTRUCTION NOT SPECIFICALLY BD. I�BOARD INSUL. I INSULATION a- O 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF FAC. 1F,'1_ ._L i.i_R,E: J.. I^.:,...n !1 +.AN BE SHOWN AND HE AUTHORITY HAVING - -- - - -- ----- --- -_ --I------------- _ _ __-__ -__ _ _ __ ______ ____ Q - --- --- ---- - - - - - - -- sPEGIFIGATIONs,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND 5ECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JUF'15D:�TIO'l F'IhL''5 f'Y EYF_RFJENGE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT, j1 INTERIOR ,I W = (V 8 MIN. FOUNDATION EXPOSURE. A0ENGY, H,-:-, A FO�JC,l OR FROCEDURC PROVIDES EQUIVALENT OR -__- - --_ -_ _-__- --__ -- --__- - _ - _- _ - - -:_-- ---- ._--- -- -----_ -_-_----- -_ - ---- __ __-_--__-_ _ --_-_- W 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL G1 EATEz:��?RJGiUR-\'- !:,A'CT`S OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING - �K KIPS (1000 LBS) , J I- ri GENERAL = 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BL GE"_ME;> TO GOh+FOf�M TO THE REQUIREMENTS OF THIS DOCUMENT rq -- __ __. .. - ._.__._--__ - ___ _ - __ _-__- -___. _-__ ,.__- _--_- - __. _____ ,I W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOGU`'-NT IS TO MEAL: A REFERENCE TO THE CURRENT AMERICAN WOOD i BM 1 BEAM ;MANUSPEG.'s MANUFACTURER'S SPEGIFIGATIONS Q W >_ APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GCL'NG1L'S W/CL RA-M CONSTRUCTION MANUAL AND THIS PS FORMAT A5 i - __-_ __ _ - I -- .------___ _ - - - - _----I---,-----------_- _ -- _- _ ___ 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS r L - - ---- - - ----- --�i „ F- z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO" OR _ __ ___ _ ___ _ = AFFLIGAE'-LL Ac- A PE_I.E:D WORK). B.O. BOTTOM OF LMAX. MAXIMUM - - �� , ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING i �'. -- -_ - --_ I----,--- -__= - - - - STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GONTRAGTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. EQUAL. 1. IDENTIF,GA iON: ALL . OLID-5AWN LUMBER, GLUED LAMINATED TIMBER, BOT. I BOTTOM I MEGH. MECHANICAL Z }- PtREFABR"AICD WOOD I-1015TS, STRUCTURAL COMPOSITE LUMBER, _ - - __ ll 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES �T C II - I - _ - _--- - I' - F- - - - - - - -- - ----- - - --__ :-_- 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FLOORS, ROOFS,DOUBLE AND WALKS AND TRIMMERS AROUND ALL OPENINGS IN PANELS HA L GO�OROV MTO THE APPLICABLE 55E5, GYPSUM, DSTAN ARDS OR GRAD NGBOARD, AND L 8 O W. BOTTOM OF WALL MIN. I MINIMUM - �"' Y Q AND AUTHORITIES HAVING JURISDICTION. UNTIL I TIER OF FRAMING IS IN PLACE. RUES SFCGIFI�_D IN 1.1 THROUGH 1.8. G.J. �[CEILING JOIST li NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 O O _ _-__ _. - '. - ___ _ _ 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, r -- - -__ _-__ 1; 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Q INGLUDIN6 END-JOINTED AND EDGE-GLUCD LUMBER, SHALL BE IDENTIFIED - ____ _ _ _ _ J' OF THE OWNER/BUILDER I- _ 1C OL - - _- Lo w - T i NYC BG NEW YORK CITY BUILDING CODE OPENINGS FOR BEAM POCKETS UTILITIES ETC. TO BE FILLED -7. ALL BEAMS GIRDERS ETC. TO HAVE MIN. OF 3 1/2 BEARING r -_ _ , �' m 8. ALL BY HE GRAD_MARK OF A LUMBER GRADING OR INSPECTION AGENCY 1 - - - ___ I Z 'i. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. U.O.N. I.I. LUMELR: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. COLUMN � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - - _ SOLID WITH CONCRETE. WHICH PARI IGIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE ] ON CENTER I' O _ GOVT. CONTINUOUS ' O.G. I SHALL BE CLARIFIED WITH THE ARCHITEGT/ENOINEER BEFORE PROCEEDING - --- - -__ 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -- - OCG. II OGGUPANGY = 6 WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. GRADEM,ARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBL. 11 DOUBLE - - ' - - - - - F- cr - --- - ' _ -- -_ - q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN71vNIA O, THE GRADING AGENCY WHICH COMPLIES WITH THE - - ELEVATION_ _ - - - - - - - - PBFE T PRELIMINARY BASE''FLOOD ELEVATION Q W 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 28 UNLESS APPROVED BY THE ARGHITEGT/1_N6INEER. L DIM. DIM N ION OD -_--:-- --J - - - _ - -: - -_ f;?,E0U1REtl1ENT5 FOR FASTENINO 5CHE17)ULE A u IL- I F— /zAs., NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0) P ' �/�IND RES � STAN(f.,E (57E PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, uj UJI CN AND ROUGH OPENING FRAMING REQUIREMENTS)"ALL :STRAPPING TO BE 20 0AUc;E`1-1' "SIMPSON" EaUIVALENT - 05:20 (c'-011 ED STRAP) 171v - - ; ALL AND 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE "USEE 10c! NAILS 1F 15 OVER FL"(NOOr�); TYP. FOR ALL (SCHEDULE AS PER AV40 2018 V400D FRAME CONSTRUCTION MANUAL TABLE 5.1) w >_ FASTENER 5PE0. FASTENER DESCRIPTION CONNECTION A NAILINO ORID 1,_____ANP aLlANTI7*T'_ 5PAOINO _j ROOF GEILINCC FRAMING L f) SE 0) C) I.DIM's ARE ALL MIN.#is BASED ON USE OF ONLY A 16d COMMON NAIL Wo PREBORED HOLES. 0 C) 0 RAFTER TO TOP PLATE (TOE-NAIL) SEE PA5E 0-003 PER RAFTER Lo 2.WOOD 15 A55UMED TO BE D,F,#2 4 BTR. IN DRY USE AT RAFTER TO RIDGE 211 SERVICE SEE 't ca r,,O N N E C,T 10 N: Q OEILIN5 JOIST TO TOP PLATE (TOE-NAIL) PER J015T 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 (EVIDENT DURING INITIAL INSTALLATION)PREE30RE THE NAIL CEILINS JOIST TO PARALLELRAFTER (FACE-NAIL) SEE PAGE 5-005 EACH LAP 3: FOR STRAPL HOLES,SET NEW MEMBER. F- Z < LLJ NAILS a EA. END OF STRAP. 4.NO MIXING Or NAIL SIZES OR TYPES ALLOWED rEiLINr, JOIST LAPS OVER PARTITIONS (FACE-NAIL) cl-16d COMMON EACH LAP 00 IE5 LJNI:;)[-:R 5:1_2 WITH FOR ROOF 5LOF O.J.1 G. TI 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO ROOF SPANS OF 24' OR OREA TIGHTLY BOND THE END OF THE WL TO A cIO' ANGLE,SEE ii COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE 5 GRAPHIC BELOW)-im —----- Z USE 4 ci coi ON NAILS rp, EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY ; BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TA13LE C> SLOPES Of 5:12 AND OREATER.. CR 4-1. RIM BOARD TO RAFTER (END-NAIL) :2-166 COMMONli EACH END Z 4 OONNECTION 51 B2 cc AT RAFTER TO TOP PLATE 70 STUD _j c� - I u_ uJ1 (D CC)NNEC71 ON: WALL FRAMINO LO W V-i —__--- -- LO i` TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON ' PER FOOT 0 < FOIR STRAP - d COMMON NAILS a _j EA. END OF STRAP: OY1E-TR*,r' 07ETOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE SCE EXC,EF_ THAT NOTE 05 NHEN IN TOAN OF D5 ISLIP OR PERMITTED IN NAILINO 0 1 1 0 0 1 1 5TUI�l TO 571,1r�� (FACE-NAIL) .2-Irod COMMON 24" O.C. E31 t-41AX. NAILING ORC) ABOVE UTILIZE LL1 _:IYP5ON # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (FACE-NAIL) 16d COMMON 1(b O.C. ALONG EDGES i FOR TOENAILINO - 5 81 cl COMMON NAILSII' F- USE SAME TOP or BOTTOM PLATE TO 571JD (END-NAIL)- 2-16cl COMMON it PER STUD 0 LLJI CONNECTION FOR G.J. TO R.R. - o[ 1(0 cl COMMON NAILS REQUIREMENTS FOR • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-166 COMMO02 PER FOOT RAISED C.J.'s(WHEN AT G.J. TO O.J. CONNECTION: ENPJO157, or BLOOKINO (FACE-NAIL) -A. PLATE TO STUD ABOVE OR BELOW APPLICABLE) FOR E Q _J1 _2 COMMON NAILS FOR G.J. To C..J. d COMMON NAILS FLOOR FRAMING 4-5d COMMON PER JOIST CONNECTION C,1 C12 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL),'�', BRIDGING TO J015T (TOE-NAIL) 2-8d COMMON EACH END 4-4 BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END AT STUD TO FLOOR ASSEMBLY - - ------ ........... ........ BLOCKING TO SILL or A TO STUD CONNECTION: 5-16d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) FOR STRAP d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) II 5-16d COMMON EACH JOIST NAILS a EA. END OF STRAP JOIST ON LEDGER TO-BEAM (TOE-NAIL) 5-8d COMMON PERJ015T 11 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - 2 I(b id COMMON NAILS Ll . BAND JOIST TO JOIST (END NAIL) 5-16d COMMON PER JOIST N11v .......... BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-1(od COMMON PER FOOT ROOF SHEATHINO STRUCTURAL PANELS, INTERIOR ZONE ad COMMON (01, EDGE / 12" FIELD SOLID CONNE(�,TION r�)l i$ D21 BLOCKIN& PERIMETER EDGE ZONE ad COMMON 61, EDGE / b" FIELD a FA.BAY GABLE ENDNALL RAKE OR RAKE TRU55 H/ ad COMMON 411 O.G. UP TO 11" RAKE OVERHANO TO =1LQQ11;;,> A55EYE3L`r TO SILL GEILINO SHEATH SLGONNECTION: D2 Trt ......... I I J� 5d COOLERS GYPS WALLBOARD 10" FIELD F0:R -5TRAP - 5 L5 d COMMON NAILS a EA =11 4-4 STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING 'FOR !:-A. FLATE TO STUD ABOVE OR BELOW - A, COMMON NAILS STRUCTURAL PANELS ad COMMON _ d 65" EDGE 12" FIELD AILT:_RN� TE CONFIGURATION - ABOVE STUD TO �i GYPSUM WALLBOARD 5d COOLERS 1� -7" EDGE 10" FIELD FLO,'�� C,0NNECTION v4/ # LPT4 SIMPSON (OR STRAP W(5) z bd NAILS® EA.END PLATFORM 70 SILL PLATES OF EA.STRAP TO STANDARD/ALTE��N/4X II EA.JOIST-(FOR FLOOR SHEATH (SUE3FLOOR) ALTERNATE USE 0 5IMP50N H23A) L) STRUCTURAL PANELS: C,0NNE:('T1 ON E ................... it I" or LESS: ad COMMON 61, Eperz I Lu 2" FIELD GREATER THAN I": IOd COMMON 6" EDGE 12" FIELD ............ NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. Lu 1 AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. < FOR EXAMPLE, IF WALL 5HEATHINO 15 NAILED 5" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER PLA7E(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SLAB ON GRADE APPLICATION: 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. - WHEN WALL 5Ht-:ATHIN5 15 CONTINUOUS OVER PROJECT: CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - dICOMMON NAILS a EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER"FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) FOR ROOF 5HEATHINr, WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH SACRED HEART u SIDE OF THE ROOF PEAK, THE 4- PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FOR EA. PLATE TO STUD ABOVE 4 OR, BELOW - USED. 2 161- d COMMON NAILS PARISH NEW DECKS 520 REEVE AVENUE MA-171TUCK, N.Y. 11952 5FL I r-1 I NO OF TOF' 7- LATE OAE3LE ENDNALL 5RAC 1 N0l/57RAf=f71 NO --DRAWING TITLE: TOP PLATE BLOCKING 2 FOR RAKES 12" OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE BAYS BACK a BLOCKING a 12" O.C. SPLICE TOP PLATE SPLICE TOP PLATE SPLICE REQUIREMENTS 0.1 <TO A'CHEIVE RAKE O.H. LENGTH FOR WIND - EXFOSURE-5- E3$(f, - FOR WIND - EXPOSURES 540 - h 4'- O.C. STRAPPING, & NAILING DETAILS ALL OTHER CASI`::�; ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIXXUP-i 57LICE';2`4 BUILDING MINIMUM 5PLICE" DIMENSION (FT.) LENGTH (1,--T.) DIMENSION (FT.) LENGTH (FT.) TYR STRAP H/(5) 95d NAILS EA. END PAGE: -0" 51-01, OF EA. STRAP 12--0" 12' ATTIC 161-011 41-011 ■ 0. -01. -01. 20'-0" 51 LOCKINO 2 BAYS 1 '141 BACK ® 4'-O" O.C. -011 .24--0" DATE: 04/20/21 3 OF 52'-0" SECOND FLOOR p ............ 5 561-011 I.-Ol. I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U5IN5 2-16d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE INS SHALL BE REDUCED IN ORDER To 40--0" 40, NAIL SPACING -oil PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS BACK a 4'-0" O.C. 501 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED -011 < IN EXPOSURE 5 TYF. STRAP W(5) yam , M 5d NAILS EA. END -01, 161-011 5.TABULATED SPLICE LENOTH5 ARE BASED ON 9�FOOT WALL OF EA. STRAP 0 Hrzl&HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT A LATERAL LOADS SHALL BE MULTIPLIED BY H/6; oil FIRST FLOOR 0 FOR ALTERNATIVE WALL HEIlSHT5 MULTIPLY THE ABOVE 70-O' MIN.SPLICE LENGTH BY THE FOLLONIN6,FACTOR (ADDITIONALLY,ROUND UP To THE NEAREST FOOT), 0 Oil q'WALL- 1,125 ol WALL 125 BLOCKING 2 BAYS Y i1J. .1 Z. ad U or E A. L—L 4�4 :I'KALL -_1575 THIS GO 12' MULTIPLIER 12'P4ALL - 1.5 FOR I0'-0" �4ALL BACK a 4'-0" O.C. - 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING CRAPHIGS CONTINUOUS BU11_T-Uri RDER `� OR MORE SUi�POfi�TS I � I� I ',�I /� rn (THAT EXCEED FRAMING STANDARDS, IT I5 REO'D FOR FRAMER TO HAVE A ' REE3L.00 K I I` O FOR F!� ATFOR� Y FOOD RI`�M I � Q V WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNECTION PATTERN SCHEDULE (FOR ENC INEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) w z o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 5� r0-IFRY IR'S MADE UPS: d 1/4 OFA WifEN GIPcDERS MADE UP OF JOISTS NAILED W N CONNECTION DESCRIPTION ,�'� TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER _ PATTERN BLOCKING UNDER LOAD BEARING WALL 11 R.EE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES - _ AS FIRE-STOPPING. W , - MAX.52" LOCATED BETWEEN ONE 51 XTH AND ONE QUARTER NON-LOAD BEARI NC WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. P ?E SPAN LENGTH FROM AN INTERMEDIATE I ` Q W �- 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST c fr SUFFORT. NO TWO ADJOINING JOISTS NOR MORE Z STUD SII _ SERVES AS FIRESLOPPIN6. F"- STUDS p THAN ONE 7RI THE TOTAL NUMBER, ARE TO BE B 3 ROWS IOd NAILS o 12"O.G. SUBFLOOR (2)ROWS 1/2" 9 BOLTS o 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. ',' ;I 3. FOR PLATFORM FRAME GONSlRUGTION: THE SOLE AND DOUBLE O E' = Z SOLE PLATE G " T • b" NAILING_ PLATE SERVE AS FIRESTOPPIN6. F- J BUILT UP GIRDER P P2„ 5UBFLOOR DBL.a ENDS TWO-PIFICE D (2)ROWS 1/2 m BOLTS I O.G. MAX. - - - _- - WO-P!r GE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ---- SOLE PLATE - i'! JOIST SERVES A5 FIRESTOPPIN6. - i- II i 0 E (2)ROWS I/2' mROHS 'BOLTS m 24' O.G. _1 - { L a L $ 5. FIRESTOI IN6 SHALL BE 2 INCHES OF WOOD BLOCKING , SID W TH Od *JAILS, TWO NEAR EACH END OF I IiI - BETWEEN I/b EACH f IE..:.., OTHERS STAGGERED WITH A DISTANCE I I, I i I �I � I ' , . 'I ; F (SCREWED ON(8 SIDE MEMBER 12"O.G. L I/4 of A OF r 16 INc�HES LL�ETWEEN NAILS IN A HORIZONTAL I'II i 111 !iI I ;I OR OF NONCOM-BUSTIBLE FILL. (2)ROWS 3-3/8"TRUSSLOGK SCREWS m Ib"O.G. P - I c I h- I { j'I it Z LINE, O;? GiR.CER5 ARE TO BE NAILED FROM EACH I ! 6 SCREWED ON(I)SDE of MEMBER Sir>E w Od NAILS, TWO NEAR EACH END OF EACH 1 _ __ g i'I �I i! b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 JC) N -fes AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)Rows 3-s/b"TRussL oGK SCREWS m 24°O.G. _ - Ii JOISTS SERVE AS FIRE5TOPPIN6. H - SCREWED ON lU SDE of MEMBER _ - p JLTWEE !N��_ A HOR�ZONTAL�IINE STANCE OF 32 - - Z JOIST THREE PIECE _ m - _ __ _ 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W MAXIMUM OFFSET I' (2)RONLS 5' TRUssLorK 5CREW5 0 12' O.G. ! 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d SCREWED ON BOTH SIDE of MEMBER 1 P N vIL� Gr; EA.. SIDE w/ TWO NEAR EA. END OF EA. l'I ! l j j I Q J J BUILT UP GIRDER MAX. 3�" Hl-,E�-Pi�Gf GIRDCRS ARE TO BE NAILED w/ 20d ' I I SERVE A5 FIRESTOPPING. J 00 MATCHED SIZE OF BLOCKING (2)ROWS 5 TRUSSLOCK SCREWS a I6 O.G. -- 4 I 1 UNDER NON-LOAD BEARING OTHERS 5 AG<�ER)=D w A DISTANCE OF NOT MORE Z K F'I�t,C, ,N.LURING INTERMIDIATE JOINTS, AND w/ THE - I SCREWED ON BOTH SIDE OF MEMBER _ I 1Ir 1 3 8. THE HEADER SERVES AS FIRE-STOPPING. FIRESTOPPING AND I BLOCKIN6 PARTITIONS ® 32' O.G. STUD BGREwED ON BOTH S DE OF MEMBER O.G. 3 /4 OF Ab HAN ✓2' EzET✓VE�N NAILS IN A HORIZONTAL LINE. I - III — r DOUBLE PLATE IRONSL- F �I q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y 1 IOJ'`✓ BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO FCUR-PIECE- 61DER5 ARE TO BE ASSEMLED AS - - - Z >: GE I L I NG BRAG I NC _-_ b I STRINGER TO SERVE AS FIRESTOPPING. CANTILE\/ EKED FLOOR I.BEAMS Q HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, P;ND NA,�_D w/ 20d NAILS AS SPECIFIED '''II Z N d CONNECTION PATTERN B WHEN lo' OR LARGER p h I! ii j 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR J CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b' OR SMALLER FOR THE THREE-PIECE GIRDER. _ STUD 2N FASTENERS 12 AILIN ONE SIDE H SIDES OF MEMBER- FOUR-PIECE ANCHOR!. G 2 I' FRAMING SHALL BE FIR DEPTH O AT THE BOTTOM WITH V- V,J (� � — _ N I j J APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET / BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH (� _ L� SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONR?' PIERS, NAILED TO WOOD POSTS OR I " FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 Q , THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 "rI J O LATERAL BRAGS ® 6' O.G. TRUSS EO:_Ti�D TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE`FIRE-STOPPING SHALL BE BAND 2) 1 NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� J� I _ } I I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON r IO)8d I�l A I L I `�O F A TTE R I `l S FOR SIDE L O A�E L_/ ��!- r�M� ( 10 . FLUSH 5 E A M S) -LOCATIONS REGUIRUN6 FIRESTOPPIN6- AS FIRE NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W NAILS AS FIRESTOPPIN6. FIRE- FIRE_ WOOD FIRE5TOPPING • FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 STOPPING SOLE W MULTIPLE-PIECE MEMBERS JOIST ■ 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' I = J 2"x4" BLOCK NAILED TO EA. BRACE 2 Rows Ibd 3 ROWS Ibd 2 Rows K• 2 ROWS Xj" 2 ROWS J4" - VERTICAL- BLOCKING FIRESTOPPING WHEN H/(4) IOd NAILS COMMON COMMON BELTS•24" BOLTS BOLTS 20 go.STRAP ED o.c.STA ' tw c WTO� RA51pE'or Q O 12"O.G. • 12"O.C. • I2' O.G. ®b"O.G. STUD GYPSUM BOARD 12"C _ e THIF-rE ROWS I2' O.C. JOISTS DOUBLE PLATE • 5d COOLER NAILS® 10" O.G. (Io) bd NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 $ 8 LOCATION 4 _ -'-�:`" • �''' JOIST SHALL BE LOCATED DIRECTLY . ` 5 NONCOMBUSTIBLE LOCATION ==V ? DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPINB OVER STUDS, UNLE55 TOP PLATE IS 4" EDGE/12"® FIELD FULLY BLOCKED r "— t"-- 50LE OF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#b - 111 TYPE W OR 5 FIRE5TOPPIN6 �x 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TYrO ROWS 24"O.G.= AGC::=.'':::C TWO RGwS 6"O.C. LOCATION 5 LOCATION 6 . FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL "—"�"-"`"-'�'—.�""' ""� ` ',� °^" INTERIOR ��TUD DETAILOVERLAID \ / THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O Y ERLA I D ROOF s.5TA66ER EACH ROW OF FASTENERS BY 12". 11 2"SPACE NOT ATTACHMENT @ \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. "— "—" - "-I - TO BE FILLED 0 NONCOMBUSTIBLE FIRE5TOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 I APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING 0ONNECTION5 MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL 5PAGIN6. LOCATION '7 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 1� STRAPPING W/ T 2 ROWS OF Ibd COMMON NAILS(12"ac)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 \\\ 4 8d NAILS LOCATION 8 LOCATION Q a EA.END m R.R. 6.5 ROWS OF Ibd COMMON NAILS(I2"0.0)FOR DEPTHr OF 14",Ib"a Ib". LOCATION 10 I I FULL WIDTH — ------- ---- -- -- 2 x B OGKIN6 z r lI Lu DETAILS � lel I ND LOAD FATH CONN GTI Oil DETAILS TOP PLATE DRILL 2 INTO ROOF ----- DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO RR.'s . I Ij SII AL16N NEW E EX. i I R.R.A�SHOWN KI"dG STUDS ' I I PLAN VIEW I I i NOTE: SIMILAR® SHED' OOD JOIST W ROOF,R.R. IN LINE WOOD JO I S BLOCKIN GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR JOIST HANGER HEADER z j INSTALLATION Off= CLINCHED NAILS INSTALLATION OF TOE-NAILS G I RDER/HEADER j JACK STUDS WOOD C I RDER WOOD JOIST — -- MAIN MEMBER 1 A w u L!J I I� • JOIST FRAM I NC OVER WOOD C I RDER JOIST FRAM I NC FLUSH WITH C I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DAM.X 5 APPROX. 30° w/THE MAIN MEMBER b STARTED APPROX. )s THE LENGTH OF THE NAIL FROM THE MEMBER END, fl ®E® HEART A �� I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS 5HOWN ABOVE Pte► 1 � n A THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 1i0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN A �'C MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST PARISH 51X TIMES THE DIAM. OF THE NAIL RAFTER _ - 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL NEW DECKS BE INSTALLED IN EA. 51PF OF A RAFTER OR GEILIN6 JOIST NALL STUD WALL STUD ------------------- - -- ----- ----- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE -rte BOTTOM PLATE 520 REEVE AVENUE IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB ° SUB FLOOR DOUBLE JOIST -� �ti. DOUBLE JOIST TOP PLATE MATTITUCK, N.Y. 11952 CHIM. CHASE SECURING @ STD. SIDE NALL , I DRAWING TITLE:____ _ NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION N1 STUDS TO ATTIC, F-OOR $ BLWO TO R/L SIDES w/STRAPPING TO R/L SIDES) ac PAGE: Lu STOP PLATE ® OJ Q tr I�` -I_? ,' E. TA1 �lT COI ` STRUGTIOI `t GOI `tl `lE� I ORS GHIM. CHASE WALL o Q Q - - ..- = - - El � Z 1�.1 U '" o COtii, ._ TI:�"•l Lc,�.A 1 ! NOTES: o'w `' RIDOE--1 O-RAiiTE-:S C520 @ 21 " I APPLY TO EACH PAIROF RAFTERS -tY ' APPLY TO EACH RAFTER - 3� w z Q ® R. F '-Tv-�^I�•LL H� ATE 0 1 z --- -- -- -- - - - --- - -- - - 4/20/2 4 OF 6 ROOF p — D F-TT" --T 1 � f�A, , ER I U-�'L.,4TE H8 or H2.S A P z 1 � �I -P--LY TO EACH RAFTER 0 ' REQ D BLOCKING O-NALL STUD 6520 @ 18" APPLY TO EACH NALL STUD TO ALIGN w, STRAPPING Q N� � PLAT Lr- h -- - - --- -------- ---- - ---- -- - -- - - - - ��a N ® EA. TEVEL HE FIRST FL. ®z 2ND. FLOOR NALL-TO-15T. FLOOR WALL LFTA or 6520 @ 56" I'I APPLY TO EACH NALL STUD HEADER--TO-JACK STUD 6520 @ 12 FLOOR/GL6. APPLY TO EACH JACK STUD Ilk CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD V . _ SHEAR NALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDENALL END - �- IST. FLOOR-UNDE2-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ,,. \,� . SIDE \/I EN PLAN \1 I EN (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWINO O'er AFFROVE-D SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFAGTUFE'5 REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ELEVATION NOT*5(5ENERAL -- -'---__ U -- - HATCHED AREAS INDICATE NEW WORK (TYP) _ NEW PARTIAL HEIGHT _ — EXISTING TO BE DEP•10LISHED � F•r i. .� WOOD FRAME (iSTL. W Z O WHEN APPLICABLE) NEW ROOFING NOTE ETYP.): J = CN EXISTING TO REMAIN Oj I. INSTALL NEW ROOFING TO MATCH EXIST. CO-OR 4 NEW FOUNDATION WALL STYLE BY 'GAF' (OR EQUAL) (MIN. Eo Yr?. WARRANTY) W NEW WOOD FRAME (L.G. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO - Q W >: 24" FROM INSIDE FAGS OF STUD WALL AND AT VALLEY5 4-4° cc Ix STL. WHEN APPLICABLE) Z 'I!' OVER 4'-2y2'-�---6-0"--� � Ill— NEN (2) 2"x4" STRUCTURAL 3.INSTALL 15 BUILDING FELT (i OVER (1) NEW I-HR FIRE RATED 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 2 I —� = Z P05T FOR 4 WALLS WOOD FRAME (L.G. STL. 5. GAP SHINGLE OVER RIDGE b HIPS (AS i2 .�J WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL 6.PROVIDE RIDGE VENT (AS REQ'D) A-201 -- i Lo � P05T FOR 6" WALLS), U.O.N. -1. FLASH ALL VALLEYS NEW 2) P.T 2"X10" 1 0 0 NEW 2-HR FIRE RATED 5.INSTALL DRIP EDGE AS REQ'D — 6 DROPPED BM. 0 0 0 WOOD FRAME (L.G. STL. 9. INSTALL ALL AS PER MANU. SPEG.'s ;+ Q. U-) i TROOF 8 CEILING GON51RUGTION_ I WHEN APPLICABLE) O TYPICAL ROOF ROOFING AS NOTED r �!2'7-2" '7-2 • 1/2" GDX PLYWD SHEATHING (BLOCKING m ALL PLYWD SEAMS) ZZ _j6 NEW(2) P.T. 2"X10" • R.R., G.J., # G.T. AS NOTED ON PLANS (® SPANS 21 Q p DROPPED BM. z W OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.NJ r I � d J 00 • MIN. OF i SPRAY FOAM INSULATION > d' 0 PROVIDE CONGEALED FLASHING AT ALL ROOF Z 0 O INTERFACES. Tq J T-{ Z >; 4 ONEW 51DING NoTEELli Q Q Z T4 I. INSTALL NEW SIDING TO MATCH EXISTING J N 2."TYVEK" HOUSE WRAP (OR EQUAL) LLL n _ 5.INSTALL ALL AS PER MANU. 5PEG.'s ri 4.PROVIDE ALL NEGE55ARY TRIM FOR i = 1i PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF O J O FOUNDATION k�ALLI .. ........................ _....... ....._......... a..._... .............r. ........ . Llw..........................._..... _......,..........................~._v............. ..................r........... ..... _......~ ::• . .::r.:. .. .. .... _.. .............................................v...... ._..... ......................... .... ....._........................................w....N.........._ ```-" ! FILED BY OTHERS � ......... ..1,11.,-- .._u...... .._......_.wr.......�...._. ...._~...._ :. _... W I i ~ U J I � 1 I = �0 1 I - I I' � 1 1 I I .. - N _ TOP OF EXIST. _ i N l a z - - GONG. PORCH - I I EXIST. GONG. PORCH —N �.>.:.. Q EAST ELEVATION (FRONT) l . - 3 " j n wp � po - i ,�"�, SCALE: I/8" = I'-O" ui w'° �� 5 j z �j® z a 0 NEW (2) P.T. 2"Xi A-201 Ll DROPPED BM. I EXIST. SEPTIC 41161-4" 1/p, - EXIST. 12" M/N -------- ---- - -- --- - -- ---a dJ8-O" 2 SONOTUBES;3' QJ� BELOW GRADE i p V.I.F. (TYP) -- — — ---------- -- n FOUNDATION PLAN NO-iTES a I OFOUND $ P05T5 FOR WD. PECK: WD. P.T. P05T b P. GONG. PIER UPON FOOTING A5 PER DECK DETAIL (TYP) FROFOSFr�) FOUNDATION PLANj FOR WOOD STAIRS a GRADE_ 5GALE: 1/8" = P-O" T 4" THK. P. GONG. PAD W WIDE x REQ'D LL-NOTH UPON j 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINc3ERS r MAX. I6" O.G., U.O.N. (MIN. 5 STRINGERS) TYPICAL LEDGER BOARD ® EXT. DECK: OI. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOIST5 I r 3 2. SECURED w/(2) 5/8" b x 5" LONG H.D. OAL. LAG BOLTS ® 16, O.G. 2 5. INSTALL H.D. GAL\/. JO15T HANGERS BY 'S1t-�PSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 5!DING b 12 BENT OVER TOP EDGE OF LEDGER BD. ! ! 6 5. SEE NOTED DETAIL 1 I i I _I li �l _lil; cn W –j A-201 P —w I J I I I i Iliil III �I I I i 11 I I I I NEW di I O F.. 1 1 � WOOD DECK Q in225 D S.F. NORTH ELE\IAT I ON (R I O HT SIDE) 5/4" DEGKIN6 PROJECT: 5GALE: I/8" = 1'-0" EXIST. VENT 1 SACRED HEART 1 1 - - PARISH I NEW DECKS I 1 ^---- - -- - j 520 REEVE AVENUE FLOOR PLAN NOTES — 1 MATTITUCK, N.Y. 11952 OSTAIR 6 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 7-5/4" R! $ MIN. IO" Tr - RISERS SHALL BE GLO57D 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING- DRAWING TITLE: NOT To ALLOW PASSAGE OF A 4" 0 SPHHRE; HOUSE DESIGNED 4 ------------ ------------------- -- 56" HIGH HANDRAIL 4 SPINDLE SPACli NOT FILED BY OTHERS PROPOSED FOUNDATION PLAN TO ALLOW PA55AOE OF A 4" (P 5PHERE 3. GRIPPABLE RAIL AS PER CODE --- PROPOSED FLOOR PLAN PROPOSED EXTERIOR ELEVATIONS I'-I1 PAGE: i EXIST, q-611 i !.IA 0 oog NEW COVEREDPORCH v - O N 245 S.F. (p '9 O 5/4" DECKING X I x x� ! : 04/20/21 5 OFIS r w r I 1 (2) 9.5" LVL HEADER ----- - --- PERMAGAST - WRAPPED IAV Ix AZEK PERMAGAST STRUCTURAL STRUCTURAL COLUMNS COLUMNS ---- r� ---- ! i'I III I'-lOy2" 8'-O" 21'_T. c�°, P \ q I II ) f i 1• �' n� .: W. i r' v I NEST ELE\ AT I ON (REAR) - AL ,. 5r-.ALE: 1/8" = 1 I FROPOSED FLOOR PLAN 5GALE: I/8" = P-O" a � W = N W W >- < d � cl: w Z . _wQ� iQ zFN� >= Ln � Z (n = vo 'dy O tY1 U MIN. 4" BETWEEN EDGES OF v MIN. 4" BETWEEN EDGE5 OF O O O Q m 1-1/2" SQUARE BALUSTER 5 is m - — I-I/2" SaUARE BALUSTER a- Lo m (STYLE TO SELECT) (STYLE TO SELECT) 5/4"xb" P.T. >- m EX15T. EXTERIOR DECK BOARDS P.T. DECK JOISTS AS Z SHEATHING NOTED ON PLANS O 51MP50N H2.5A RAFTER 51MPSON H2.5A RAFTER = Q EXIST. SIDING MATERIAL TIE (ORIEQUAL) TIE (CR EQUAL) 5/4" x REO'D z HEIGHT P.T. RISERn W /// BUILDING PAPER 4 HOUSE WRAP 5/4"xb" P.T. DECK 5/4"xb" P.T. DECK a BOARDS BOARD5 J TO FULLY OVERLAP FLASHING 5/4"xb" P.T. 00 EXIST. STU>✓' WALL 1'� GAP FOR — _�� _r DECK BOARDS z d' Q 2"x BLOCKING ® EA. Z Q Q DRAINAGE 5/4"xb" COMPOSITE STRINGER TO MATCH SIZE DECKING N.O.N. ON PLAN/ I I I I OF P.T. DECK J015T5 O "Z" FLASHING 5EGTION/DETAIL5) (2) 1/2"4) HOT DIPPED GALV. (2) 1/2"4> HOT DIPPED GALV. � BOLTS ® EA. P05T w/OVERSIZED --- —`/ BOLTS ® EA. P05T w/ OVERSIZED a � o e P.T. D.J. AS —WA5HER5 8 END NUT PREBORED — —WASHERS B END NUT PREBORED FASTEN STRINGER TO Z z F.T.' D.J. A5 / - BLOCKING (MIN. 6 0- J N PER PLAN cV— INTO BEAM, POST, DECK TIE $ FER PLAN fi— INTO BEAM, POST, DECK TIE d Lo lx � W —�FLASHING RIM BOARD ASSEMBELY RIM BOARD ASSEMBELY Noslt� FASTENERS) W co e DRIP EDGE P.T. DECK JOIST P.T. BEAM AS NOTED y P.T. BEAM AS NOTED Lo COUNTER AS PER PLAN cV z 50LID BLOCK ® 12" O.G. SOLID BLOCK ® 12" O.G. 2"x12" P.T. STRINGERS ® 1611 O JOISTS AS PER PLAN FASTENED w/(2) FLASHING 4" THK. x 5" WIDE x WIDTH O.G. (MIN. 5 STRINGER5 5/8" x 5" LONG HEAVY DUTY GAL. (2) SIMP50N DJT14Z (I) I/2"� H.D. GALV. THRU �'�i==O � L%. I'l4: O si f ,_,iti (I) I/2"� H.D. GALV. THRU O STAIR P. GO G. PAD EA. STAIRWAY) LAG BOLTS ® 16" O.G. INTO MUD SILL 4 DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER PE(� K 1ST TIE A- BOLT w/ OVERSIZED WASHER � RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER EA. POST 8 END NUT PREBORED INTO EA, P05T 8 END NUT PREBORED INTO N1(2) 5/95"0 x 5" LONG APPROVED BY '51MPSON' (OR EQUAL) POST # DECK J015T TIE P05T 6 DECK JOIST TIE 2"xb" P.T. BLOCK IN BETWEEN MASONRY ANCHORS ® Ib" O.G. EA. JOIST "SIMPSON" ABA44 "SI"iPSOr,' ADA4� NOTE: W EA. STRINGER. FASTENED TO �X ALL DECKING SHALL BE FASTENED � "Z" FLASHING ® COLUMN BASE �` COLUMN BASE P. GONG. PAD w/ 111/64" x m Q 'ry 4"x4" P.T. POST �y 4"x4" P.T. POST 5-1/2" CONCRETE SCREWS BY t' w/ COATED DECKING SCREWS BY EX15T. FOUNDATION WALL — "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) V GRADE GRADE (5) 50REW5 PER BLOCK O" MIN. W I I 12"(P '50NOTUBE' FILLED jj GRADE GRADE ~ U SOLID w/ P. GONG. u EXIST. 50NOTUBE - = J LEDOER CONNECTION DETAIL (MIN. 4,000 PSI) z IA-20 1.00 SCALE: 1" = 1'-0" EXTERIOR WOOD STAIR DETAIL A-201.00 SCALE: 3/4" = 1'-0" I L -r`Fl0R WOOD DGIG DETAIL- 2 EXTERIOR WOOD DEC,< DETAIL � ---------- - A-201.00 SCALE: 5/4" 1'-O" _ A->O I.Ci�---- -------- —-- SCALE: 3/4" = I'-O" = I I I I I I ' i I i I ' I I TYP. ROOFING (5EE SECTION NOTES) TYP. ROOF CONSTRUCTION (5EE: SECTION NOTES) P�PN Z uj '51MP5ON' H2.5A RAFTER TIE' O U Lu � I I G.J. A5 PER PLAN iW- FASCIA BOARD _ BEAM AS PER PLAN PROJECT: SACRED HEART "SIMPSON" PG64 NEW "SIMPSON" LU525 (FOR 5 PLY BM) GALVANIZED JOIST PARISH SIMPSON 5052-2/4 HANGER (FOR 2 PLY BM) NEW DECKS 520 REEVE AVENUE MATTITUCK, N.Y. 11952 -DRAWING-TITLE: P05T AS PER DESIGN DETAILS PLAN PAGE: "SIMPSON" POST BASE PER POST SIZE P.T. DECKING A-2"', 01000 DATE: 04/20/21 6 OF 6 P.T. D.J. AS PER PLAN .f 00\/ERE:D f=0RC H DETAIL. A-201.00 SCALE: 3/4" = I'-O" Nt ®� 0 P��v�